UA10856U - Machine for pressing-in piles, sheet piles or other similar building structures - Google Patents

Abstract

A machine for the pressing in piles, sheet piles or other similar building structures has a placed mostly in parallel to horizontal plane movable basic structure (1) and executive equipment mounted on the basic structure, this includes at least one pressing-in installation (4, 101) intended for pressing-in the building structures; at that the base structure (1) has propeller long structures (6) with trolleys (7) or other units for displacement of the base structure in first direction (47) at the rail track (2) or the other base, and the main long structures (12) installed on the propeller structures (6) and rigidly connected to those by split connections (13); the pressing in unit (4, 101) is mounted on the placed with a gap (S) one with respect to another in horizontal planes two neighboring main structures (12) with possibility of forced displacement along those in the other direction (46), this is mostly normal to the first direction (47) of displacement of the base structure (1) and includes the pressing-in mechanism (59, 104) with the executive element (62, 105) intended for pressing-in force action on the building structure. At the upper part of each main structure (12) a support guide is arranged (15), or each main structure (12) is arranged as a support guide (15), this has the upper part (16), the upper surface (17) of this one is suitable for resting on it and for motion of the rollers on it (18), of slides or other similar in purpose function elements of anchor trolleys (19), and at least one lower surface (20) is suitable for interaction with at least one hook (21) of the anchor trolley (19) with at least one roller (18) intended for prevention, due to support by the lower surface (20), of lift of the trolley (19) with respect of the support guide (15) with force coming to existence at pressing of the building structure; at that the pressing-in unit (4) is installed on at least two anchor trolleys (19) installed on the support guides (15) of each neighboring main structure (12).

Description

Description of the invention

The useful model is related to the field of construction and can be applied for pressing, for example, 2 reinforced concrete piles, in particular, in residential, industrial and rural construction, or for pressing sheet piles, for example, in hydraulic construction or anywhere where it is necessary to protect a certain area from water or shear pound, as well as for pressing other construction structures that are similar to piles or sheet piles.

A known installation (machine) for driving piles, which includes a self-propelled bridge (basic structure) with traveling and main (bridge) beams, 70 supporting beams with running elements (carriages) installed on the rails (support guides) of the main beams, clamps covering the beams of the bridge (main beams) and rigidly connected to the supporting beams (carriages) and to each other, and the platform with the pressing unit (installation) and the load (counterweight), which is placed under the bridge beams and attached to the clamps (Authority certificate of the USSR Mo962459 , IPC

EO207/20, publ. 30.09.1982.

Such a structural scheme of the installation (machine) for driving piles according to the drawings, which are given in 72 of the specified document, is adapted for the use of known driving units (installations) with a step-by-step hydraulic driving mechanism, which can be conventionally attributed to the first type of such mechanisms, which are adapted for clamping pile from the sides and step-by-step displacement of the place of pile clamping to its head as the pile sinks | Decl. stalemate. of Ukraine Mo42940, IPC 7 EO207/20, application 11.04.2000, publ. 11/15/2001; Auth. witness USSR Mo188906, IPC: EO24, application 15.08.1964 publ. 01.11.1966; Auth. witness USSR

Mo509692, IPC 2 EO2O7/20, application 26.06.1973 publ. 04/05/1976; Auth. witness USSR Mo581190, IPC 2 EO2O7/20, application 06/07/1976 publ. November 25, 1977; Auth. witness USSR Mob 52273, IPC 2: EO207/20, application 26.06.1975 publ. 15.03.1979; Auth. witness USSR Mo1032109, IPC Z EO2O07/20, application 15.01.1982 publ. 30.07.1983; Auth. witness USSR

Mo1308710, IPC 4 EO2011/00, EO207/20, application 10.04.1985 publ. 05/07/1987; Stalemate. Japan Mo59076329, IPC

EO207/20, EO2013/04, publ. 01.05.1984). However, the use of such compression mechanisms is problematic 22 for reinforced concrete piles, which can be damaged during clamping. The specified document does not disclose the use of a step-by-step hydraulic pressing mechanism in such an installation (machine), which can tentatively be attributed to the second type of such mechanisms, which are adapted for step-by-step movement down along a vertical riser with simultaneous pressure on the pile head | (Ukrainian Patent Mo27634 , IPC 6 EO207/20, application 11/24/1997, published 09/15/2000; Official certificate of the USSR Mo402615, IPC EO207/10, application 07/13/1971 published 10/19/1973; o 30 Author, USSR certificate Mob633986 , IPC 2 EO207/20, application 05/07/1976, published 11/25/1978; UK Pat.

Mo1452367, IPC 2 EO207/20, publ. 13.10.1976). Even if it is hypothetical to assume in such an installation (machine) a mechanical replacement of the pressing mechanism of the first type with a known mechanism of the second type, then the resulting installation (machine) will have certain significant disadvantages. First, the unsolved problem of convenient introduction of pile Ha») inside the vertical riser under the pressing mechanism. Secondly, the unsolved problem of assembling 35 structural elements of the installation (machine) in different ways in order to obtain several structural schemes which (7) are adapted to different working conditions, for example, with a limited size of the construction site and the need to push piles near certain obstacles such as existing structures or communications. The third significant disadvantage of such an installation (machine) is the absence and undecided method of using its own drilling rig, which "significantly reduces the productivity of the installation (machine) for driving piles and the efficiency of work, for example, Z 50 with a limited size of the construction site for parallel work of an autonomous drilling rig. c A well-known coper (pile sinking machine) containing a parallel to the horizontal plane

With" a movable lattice spatial base structure with trolleys for moving the base structure in the first direction along the rail track and work equipment mounted on the base structure, including a copra installation with a vertical riser. The copra installation is mounted on two transverse beams located on the front end of the 45 base structure in the vertical plane with the possibility of forced movement along them in the second direction, which is perpendicular to the specified first direction of movement of the base av | structures. On the upper part of the upper transverse beam, a support guide is made of a rail profile, which has a head, the upper surface of which is suitable for moving the first roller of the cart along it, and the lower surfaces are suitable for interacting with two hooks of the cart, which are adapted to, due to the stop, in the indicated sl 20 lower surfaces prevent the lifting of the cart relative to the support guide. The copra installation has second rollers rotating around the vertical axes, resting on the vertical surface of the second transverse beam (Authority from the USSR Mo308148, IPC EO2I O/06, application 18.101969, publ. 01.07.19711.

This design of the unit for installing the copra installation on the base structure is not suitable for using it to install the pressing unit, since this unit is unable to perceive the vertical pull-off force that occurs during pressing and is directed upwards. Despite the presence of hitches, the trolley is not anchored, since it does not work to perceive vertical pull-off forces.

Known machines for sinking stakes, power line supports, piles, which have their own drilling rig for drilling a well, into which the pile or other pile-like structure mentioned above is then sunk by means of its own sinking mechanism (piles or other similar structure), (for example, see descriptions of inventions to the authorized registry office of the USSR Mo89590; IPC 6 E2187/30, EO2E5/20; application 02.07.1950; authorized registry office of the USSR Mo263479;

IPC 6 E21B7/30; statement 19.09.1968; published 02/04/1970; author ID card of the USSR Mo335334; IPC EO2a?7/20, EO2017/144; statement 07/06/1970; published 11.04.1972). However, these machines are not adapted to drive piles with a relatively large force, which is necessary, for example, to create foundations with a relatively large bearing capacity. From the above-mentioned documents, it is impossible to establish ways to solve the problem of effectively combining drilling and pressing units in one machine in such a way as to simultaneously solve the main and additional problems of this useful model.

The first embodiment of a device (machine) for driving piles or other building structures is known, which contains a movable base structure, working equipment mounted on the base structure, including a pile driver, and a counterweight. The basic structure contains two trolley beams (running beams with trolleys) for moving the basic structure in the first direction along the rail track and one main beam (bridge beam), the ends of which are installed on the middle parts of the trolley beams and rigidly connected to them with screw elements . The installation for driving piles includes a vertical riser, inside which a hydraulic pressure cylinder (step-by-step hydraulic driving mechanism) is installed, and a rope mechanism with a 70 winch for lifting the hydraulic pressure cylinder to the upper position. Moreover, the vertical riser is placed in the plan from the front side of the main beam and mounted on it with the possibility of movement along it in the second direction, which is essentially perpendicular to the first direction of movement of the basic structure. The vertical riser has a slot that is located on the front side, that is, on the side of the front ends of the trolley beams. Such an arrangement of the slot is suitable for inserting a pile, which is located almost vertically, inside /5 of the pile by relative movement of the riser and the pile in the first direction, i.e. the direction of movement of the basic structure 15.10.2003.

The location of the vertical riser on the side of the main beam causes a significant increase in the loads in the design elements of the device (machine), primarily loads in the elements of the vertical riser, the elements with the help of which the vertical riser is installed on the main beam, the main beam itself and the elements of the connections of the main beam with beams-carts.

Closer to the proposed useful model is the second implementation of the device (machine), which is known from the above-mentioned declaratory patent. The second version of the device (machine) differs from the above-mentioned first version in that instead of one main beam, two such beams are used. Moreover, the vertical riser is placed in the plan in the zone of the gap between the main beams.

According to the description of this declaratory patent, a well is first drilled, a push-in pile is installed in the well, and the base structure is driven onto the pile so that it becomes inside the vertical riser under the pressure hydraulic cylinder (step-by-step hydraulic push-in mechanism). However, this is impossible, because one of the main beams, an additional platform (beam) and a counterweight installed on it interfere with the pile of the basic structure. Inserting the pile in another way, for example, by moving the pile in the vertical direction into the space limited by the structural elements of the vertical riser and main beams is quite inconvenient given the limited size of this space. Increasing the size of this space, for example, by increasing the distance between the main beams and moving the riser towards one of the main beams will negatively affect the dimensions of the device (machine) and again cause an increase in the loads in the structural elements of the device (machine), primarily the loads in the elements vertical riser, elements, according to

With the help of which the vertical riser is installed on the main beams, and the main beams themselves. The second significant drawback of the known device (machine) is the impossibility of assembling its elements in different ways in order to obtain several structural schemes that are adapted to different working conditions, for example, with a limited size of the construction site and the need to drive piles near certain obstacles such as existing structures or communications . The third significant drawback of the known device (machine) is the lack of its own drilling rig, which significantly reduces its productivity and work efficiency, for example, with the limited size of the construction site for the parallel operation of an autonomous drilling rig. Finally, it should be noted that the description of this patent does not disclose the perfect design of the vertical riser and elements with the help of which;" the vertical riser is installed on the main beams.

The task of the useful model is to improve the design of the machine for pressing piles, sheet piles or other similar building structures and its individual parts in order to ensure optimal technical properties of the machine in terms of ease of maintenance, minimum loads that occur in structural elements, the possibility of pressing building structures with limited working space, and about the increased productivity of the machine. In addition, all this must be ensured when pressing both piles and sheet piles, as well as when pressing these building structures with a relatively large force, for example, on the order of two hundred and fifty tons. o This problem is solved by the fact that the machine for pressing piles, sheet piles or other similar ones

Ф building structures, containing a basic structure (1) located, mainly parallel to the horizontal plane, moving, and working equipment mounted on the basic structure, which includes at least one pressing unit (4, 101), which is adapted for pressing the specified construction structures, and the base structure (1) contains running longitudinal structures (6) with trolleys (7) or other devices for moving the base structure in the first direction (47) along the rail track (2) or from another base and, the main longitudinal structures ( 12), which are installed on the running structure (6) and are rigidly connected to them by detachable connections (13), the pressing device (4, 101) is mounted on the located with a gap (5) one to another in the horizontal plane of two adjacent main structures (12) with the possibility of forced movement along them in the second direction (46), which, in fact, is perpendicular to the specified first direction (47) of movement of the base structure (1), and includes a pressing mechanism (59, 104) with a working element (62, 105) adapted for pressing force action on the building structure, according to the utility model, a support guide (15) is made on the upper part of each main structure (12) or each main structure (12) is made in the form of a support guide (15), which has an upper part (16), the upper surface (17) of which is suitable for resting on it and moving along it rollers (18), sliders or other similar as intended elements of anchor carts (19), and at least one lower surface (20) is suitable for interaction with at least one hook (21) of the anchor cart (19), at least one roller (18), which is adapted to due to the stop on the specified lower surface (20), prevent the lifting of the trolley (19) relative to the support guide (15) by the force that occurs when the building structure is pressed, while the pressing device (4) is installed on at least two of the specified anchors carts (19), which are installed on the support guides (15) of each adjacent main structure (12).

This design of the machine excludes the occurrence of additional bending or torque moments and stresses caused by them in its structural elements. Secondly, it fundamentally allows the use of step-by-step pressing mechanisms of both known types as variable working equipment. Thirdly, in principle, 7/0 allows the combination of a press and a drilling rig in one machine in the most optimal way. Fourth, in principle, it allows the assembly of different structural schemes of the machine from the same structural parts, which will ensure the pressing of building structures with a limited size of the construction site and near certain obstacles such as existing structures or communications.

The above-mentioned positive technical and technological properties of the machine, the acquisition of which consists of the technical /5 result of the useful model, are realized, strengthened or supplemented by other positive properties in specific implementations of the machine, which are obvious to a specialist taking into account the information given in the examples of the implementation of the useful model, and can be characterized as follows.

The support guide (15) is made of a rail or other similar profile and is rigidly fixed to the upper surface of the main structure (12), and the trolley (19) is made with at least two catches (21) installed 2 o on different sides of the support guide (15) .

The support guide is made in the form of the main structure (12).

The main structure (12) is made in the form of a beam of I-beam section, the upper shelf of which is the specified upper part (16) of the support guide.

The pressing mechanism (104) of the pressing unit (101) is adapted for clamping the pressed construction structure from the sides by the working element (105) and step-by-step displacement of the clamping place of the pressed construction structure to its upper end as it sinks. t

The pressing device (4) includes a vertical riser (44) which has a slot (53) located on the side of one of the two opposite ends of the main structure (12) and is adapted to insert inside the riser (44) a pressed building structure located closer to the vertical, and the Gezo pressing mechanism (59) is installed inside the vertical riser (44) with the possibility of forced movement along it and the pressing force of the working element (62) on the upper end of the pressed building structure. co

The machine is equipped with at least one second pressing unit (101), while the first (4) and second (101) pressing units are adapted for their alternate installation on the main structures (12) in different versions of the machine adapted for pressing building structures, which are similar to piles or sheet piles, respectively, and the first pressing device (4) includes a vertical riser (44) having a slot (53) located on the side of one of the two opposite ends of the main structure (12) and adapted to insert inside the riser (44) of the pressed construction structure, which is located close to the vertical, and the pressing mechanism (59) is installed inside the vertical riser (44) with the possibility of forced movement along it and the pressing force action of the working element (62) on the upper end pressed construction structure, and the second pressing device (101) has a pressing mechanism (104), which is adapted for clamping work by the eye element (105) of the pressed construction;" structure from the sides and step-by-step displacement of the place of clamping of the pressed building structure to its upper end as it sinks.

The machine is equipped with a drilling rig (5), which is mounted on two adjacent main structures (12) - similarly to a pressing rig (4), while the drilling rig (5) includes a vertical riser (66) on which a drilling mechanism (75) is installed with the possibility of its forced movement along the riser about (66), and the drilling tool (79) of the drilling mechanism (75) is placed in the plan in the gap zone (5) between

Go! main structures (12).

The drilling tool (79) is made in the form of a compacting drill (79), which is adapted for the formation of wells, practically, without removing the soil.

F Pressing (4) and drilling (5) installations are installed on one common pair of adjacent main structures (12).

The base structure (1) comprises four main structures (12), with the press (4) or drilling (5) dv installation mounted on its own separate pair of adjacent main structures (12), and the specified slot (53) adapted for introduction into the riser (44) of the pressed construction structure and the drilling tool c (79) are located on the side of the same end of the main structure.

The pressing (4) and drilling (5) units are connected to each other so as to be moved by one power mechanism (91). v The main structures (12) are installed on the running structures (b) with their parts located near their ends.

On the first running structure (6), the main structures (12) are installed with their parts that are located at a distance from their first end, and on the second - with their parts that are located near their second end.

The basic structure (1) is equipped with at least one additional structure (22), which is installed on 65 running structures (6) and placed on the side of one of the ends of the running structures (6).

The basic structure (1) is equipped with two additional structures (22), each of which is installed on the running structure (6) and placed near the corresponding end of the running structures (6).

The additional structure (22) is rigidly connected to the running structures (b) by removable connections (13).

The machine is equipped with a plurality of block counterweights, which are installed on at least one additional structure (22) and/or at least two adjacent main structures (12).

Said detachable connections (13) of any main structure (12) or additional structure (22) with any running structure (6) are made in such a way that the main (12) or additional (22) structure can be is connected to the running structure (6), practically, in any position along the latter, and the running structure (6) can be connected to the main (12) or additional (22) structure, practically, in any 70 position along the latter.

Said removable connection (13) of the main structure (12) with the running structure (b) includes at least two clamps (27), each of which has an anchor bolt (30) having a rod (28), from one end of which a thread (29) for a nut (31) is made, and at the other end a head (32) is made, adapted to be placed in the relatively wider first part (33) of the groove (34) open from above, which is made on the upper part 7 /5 of each running structure (6), while the width (B) of the head (32) is significantly greater than the width (02) relative to the narrower second part (38) of the groove (34), and the thickness ()) of the head (32) is somewhat smaller from the width (bo) of the second part (38) of the groove (34), so that the indicated head (32) in the first position could be inserted from above into the groove (34) and, by turning it into the second position, was fixed from being pulled out of the groove 34 by abutting its upper surfaces (39) in the lower surfaces (40) of the first part (33) of the groove (34), the clamp (27) also has a clamp (41), which has a cha wall (42), which actually presses the shelf of the main structure (12), a stop (43) made on the opposite second side of it, located in the second part (38) of the groove (34), and a hole for a rod (28) made in its middle part ) of the anchor bolt (30).

At least two grooves (34) parallel to each other are made on the upper part of each running structure (6).

The running structure (b) is mainly made in the form of a beam with a box section, on the upper part of which two pairs of long-dimensional elements are welded, made of a rolled profile of the type of angle, channel or I-beam with a groove (34) formed between the elements of each pair.

The useful model is explained by the drawings, in which: Fig. 1 shows an axonometric view of the first version of the machine, which is better "about

Zo is adapted for pressing in piles or other similar building structures (hereinafter referred to as the machine); in Fig. 2 - the joint of the removable connection of the beams of the self-propelled basic structure of the machine; o in Fig. 3Z - the clamping head of the special anchor bolt of Fig. 2 in the working position; so on Fig. 4 - the first version of the machine, front view; in Fig. 5 - node A according to Fig. 1; o in Fig. b - node B according to Fig. 1; "- in Fig. 7 - node B according to Fig. 1; in Fig. 8 - cross-section of the vertical riser of the installation for pressing in piles, sheet piles or other similar building structures; in Fig. 9 - the lower part of the drilling rig; « in Fig. 10 - a rear view of the stepping hydraulic power mechanism for moving the thrust or c drilling rig; in Fig. 11 - a side view of the power mechanism for moving a pressing or drilling rig; ;" Fig. 12 is an axonometric view of the second version of the machine; in Fig. 13 - the second version of the machine, top view; Fig. 14 is an axonometric view of the third version of the machine; - in Fig. 15 - an axonometric view of the fourth version of the machine; in Fig. 16 - the fifth version of the machine, which is better adapted for pressing the sheet pile, a view from the end of the main beam;

Go! Fig. 17 is an axonometric view of the sheet pile pressing unit installed on the main beams of the basic structure; o in Fig. 18 is an axonometric view of the sheet metal pressing unit;

Ф in Fig. 19, 20 - axonometric images with a cut-out of the upper and lower parts of the sheet pile pressing unit; in Fig. 21, 22 - the first and second versions of the means for creating a force that prevents the lowering of the moving plate of the pressing mechanism of the sheet metal pressing unit.

In the first embodiment, which is shown in the drawing according to Fig. 1, the machine contains a self-propelled spatial basic structure 1 located, mainly parallel to the horizontal plane, which is adapted to move, for example, along the under-crane rail track 2, which is made of rail sheets 3, and working equipment mounted on the base structure 1, which may include the first pressing unit 4, which is better adapted for pressing piles or other similar construction structures (hereinafter - pile pressing unit 4) and drilling unit 5.

The basic structure 1 has two longitudinal structures 6 located parallel to each other, for example, of the type of box beams, to the lower parts of which are attached, for example, two trolleys 7 with wheels 8 adapted to move along the rails 9 of the rail cloths 3. Each of the trolleys 7 has the construction, which is typical for trolleys of tower cranes and is equipped with an electromechanical drive of 10 wheels 8.

In the event of an increase in the weight of the machine for driving piles, the number of carts 7 can be increased, for example, to four (not shown in the drawings). The nodes 11 connecting the trolleys 7 with the running beams 6 must be made in accordance with the number of trolleys 7 in a known manner and adapted to ensure a uniform load on the wheels 8 and for self-orientation of the trolleys 7 along the rails 9. Part of the trolleys 7 can be made without an electromechanical drive 10, that is, empty (not shown in the drawings).

At least two main (bridge) longitudinal structures 12 would be installed on the running beams, which are located with a gap (5) to each other in the horizontal plane and are made, for example, in the form of main (bridge) beams 12 of I-beam cross-section, but others are also possible implementation of these main (bridge) structures. In the first version of the machine, the main beams 12 are installed on the first running structure 6 with their /o parts, which are located at a certain distance from their first end (in Fig. 1, 15 is shown close up) with the formation of consoles of the main beams 12, and on the second running structure 6 main beams 12 are installed with their parts located near their second end.

The main beams 12 are oriented, practically, perpendicular to the running beams 6 and are connected to them by connector joints 13, which include elements of the type of threaded clamps, which ensure the formation of a single /5 Rigid frame base structure 1. Moreover, the specified connectors capacitive connections 13 are made in such a way that, firstly, each main beam 12 can be connected to each traveling beam b in any position along the latter, and, secondly, each traveling beam b can be connected connected to each main beam 12 in any position along the latter.

On the upper surface 14 of each main (bridge) beam 12 is rigidly fixed, for example, a support guide 2015 from a rail profile. However, in other embodiments, the support guide can be made of another rolled or welded profile, which has an upper part (head) 16, the upper surface 17 of which is suitable for moving the rollers 18 of the anchor carts 19 along it, and the lower surfaces 20 are suitable for interaction with example,

II-shaped catches 21 of the anchor trolley 19, which are adapted to prevent the free lifting of the anchor trolley 19 relative to the guide 15 due to the contact with the specified lower surfaces 20. The term "anchor" is used in the sense that the trolley 19, like anchors, has , which prevent the free separation of the trolley from the guide 15 by forces that occur when the building structure is pressed. It is obvious to a person skilled in the art that in other embodiments, for example, the I-beam main beam 12 itself can be used as a support guide 15, while the upper shelf of the main beam 12 will be the indicated upper part 16 of the support guide 15, and the surfaces 14 and 17 will be the same a physical object. It is also obvious that the Hezo support guide 15 can have one lower surface 20, for example, if it is made of a channel, and the trolley 19 has one catch 21. In addition, instead of rollers 18, sliders with anti-friction polymer gaskets or other elements of similar purpose to rollers or sliders. co

In the first version, the basic structure 1 is equipped with two additional long-dimensional structures of the type of beams 22, each of which is installed on the running beams (6) and is placed near the corresponding end of the running beams at 6. The additional beams 22 are adapted to install on them a set of block counterweights 23 and a hydraulic station "where with the control panel 24. The additional beam 22 is made, for example, in the form of two parallel long-dimensional elements 25 of the I-beam section, which are connected to each other by crossbars 26 into a single rigid welded structure. The additional beams 22 are oriented, practically, perpendicular to the running beams 6 and, if necessary, connected to them by disconnecting connections, which are similar to disconnecting connections 13, as described above for the connection of the main bridge beams 12 with the running beams 6. capacitive connection 13, for example, may include, depending on the design variant of the basic design 1 and the calculated loads, up to four clamps 27, each of which has;" a special anchor bolt 30 having a rod 28, one end of which has a cut 29 for nuts 31, and the other end has a head (clamping head) 32, adapted to be placed in the relatively wider first part 33 of one of the two open from above - - OR A -like grooves 34 parallel to each other, which are made on - the upper part of each running beam 6. The clamping head 32 is formed by two cylindrical parts 35, which are located opposite each other on both sides of the rod 28 and welded to the latter. Moreover, the width p of the clamping head 32 is slightly greater than the width B. of the first part 33 of the groove 34, so that the specified clamping head 32 (ee) could be fixed from turning around the longitudinal axis of the rod 28 and moving along the groove 34 by wedging its cylindrical side surfaces 36 between the side surfaces 37 of the first part 33 of the groove 34. On the other hand, the width B of the clamping head 32 is significantly greater than the width of the relatively narrower second part 38 of the groove

FO 34, and the thickness of the clamping head 32 is slightly smaller than the width of the second part 38 of the groove 34, so that the specified clamping head 32 in the first position could be inserted from above into the groove 34 and, by turning to the second position, fixed from being pulled out of the groove 34 by abutment its upper surfaces 39 into the lower surfaces 40 of the first part 33 of the groove 34. The clamp 27 also includes a clamp 41, which has a part 42 made on its first side, which actually presses the shelf of the I-beam profile of the main bridge beam 12 or element c 25 of the additional beam 22 , a hole for the rod 28 is made in its middle part and a stop 43 is made on the opposite side of it, which is located in the second part 38 of the groove 34 and due to this excludes the possibility of turning the clamp 41. Each groove 34 can be formed between two longitudinal elements, which are made of a rolled profile of the angle, channel or I-beam type and are welded to the upper part of the running beam 6 along the latter.

The pile press installation 4 contains a vertical riser 44 and a horizontal platform 45, which is rigidly fixed to the lower part of the riser 44. The cross-section of the riser 44 is located in the plan, at least partially, in the zone of the gap 5 between the main beams 12 (see Fig. 1, 13) practically in the middle of this gap 5. The platform 45 65 is installed, preferably on two anchor carts 19, which are fixed to the bottom of the platform 45 with the help of detachable threaded connections 68 and one is installed on the guide 15 of the two main bridge beams 12 so that the pile compression the installation 4 on the rollers 18 can move along the guides 15 along the main bridge beams 12 in the second direction, which is indicated by the arrow 46 in Fig. 1. Moreover, the second strap 46 of the movement of the pile driving installation 4 relative to the base structure 1 (along the main bridge beams 12) is practically perpendicular to the first direction of movement of the basic structure 1 along the rail track 2, which is indicated by arrow 47 in the drawing according to Fig. 1. Neobh it should be noted that the front parts or in general the front anchor carts 19 (in the case of using four carts 19) should be located opposite or even in front of the side elements 48 of the vertical riser 44 so that the bending moment in the riser is practically absent. The machine can have a set of interchangeable anchor carts (19) of different lengths for use, for example, relatively shorter carts in conditions of limited working space of the construction site. In some implementations, the platform 45 can be located at a certain height from the top of the main beams (12), for example, above the top of the block counterweights (23), and on the lower part of the riser (44) special supporting elements are made, for example, the type of brackets with horizontal support platforms (not shown in the drawings) for installation on anchor trolleys (19).

The first and second side parts of the riser 44 (that is, the parts that are parallel to the direction 46 of the movement of the pile driver 4) are formed by two side elements 48 located parallel to each other, which are made of a rolled metal profile "Larsen sheet metal" (for example, which is manufactured in the Russian Federation according to TU 14-102-5-2003) in the wall of which windows 49 are made, located with a step along the side elements 48.

The part of the riser 44, which is conventionally called the rear and is the part that is perpendicular to the direction 46 of the movement 2o of the pile driver 4 and is located from the second end of the main beam 12 (in Fig. 1, 12, 14, 15 is shown as the rear), is formed by a set of rear crossbars 50 , which are welded with their ends to the edges 51 (that is, the locking parts of the Larsen tongue) of the shelves 52 of the side elements 48. The front part of the platform 45 is welded to the bottom of the side elements 48, so that its larger rear part is located on the side of the rear part of the riser 44. The front part the riser 44, which is located opposite the indicated rear part and on the side of the first (the nearest one in Fig. 1, 12, 14, 15 or the left one in Fig. 13) of the two opposite ends of any main beam 12, with the exception of a small zone near the top riser 44 is made as an open slot 53, through which the pressed-in building structure, located close to the vertical, can be introduced into the inner space of riser 44. And a cutout is made in the front part of the platform 45 so that the platform 45 does not interfere with the location of the pressed structure in the inner space of the riser 44. Gezo The upper end parts of the side elements 48 of the riser 44 are connected to each other by a beam 54, on which the node 55 of the upper fixed blocks is fixed for storing on them the rope 56 of the rope lifting mechanism, and about one front cross member 50. The node 57 of the lower movable blocks, on which the rope 56 of the specified lifting mechanism is stored, which is adapted for lifting the pile hydraulic step-by-step pressing mechanism 59, is fixed on the upper surface of the platform 58 of this mechanism 59, which is installed inside the vertical riser 44 with the possibility of independent forced movement down the riser 44. The end of the rope "- 56 is wound on the drum of the lifting winch 60, which is installed on the rear part of the platform 45 and has the usual design for winches. The step-by-step pile pressing mechanism 59 refers conditionally to the second type of such mechanisms and contains a hydraulic jack 61, the body of which is fixed to the lower surface of the platform 58, and the rod is equipped with a working element in the form of a plate 62 for abutment and pressing force on the pile head, the section of which is placed in plan in the zone of the specified gap between the adjacent main beams 12 and with c inside the section of the riser 44. The hydraulic jack 61 is connected (hydraulic) in a way that is obvious to a specialist. to the hydrostation with the control panel 24. A fixing device is mounted on or in the platform 58, which is adapted to fix the pile step-by-step pressing mechanism 59 to the side elements 48 of the riser 44. The fixing device has latches adapted to be inserted into the windows 49. The design of the specified fixing device is not explained in detail, because based on the information disclosed in this description and - the known of the technical level, a specialist will be able to design this device without any problems, for example, by referring to the description of the invention by the author. ID card of the USSR Mo402615 or Mob633986. o The pile step-by-step pressing mechanism 59 also contains two sliders 63, the upper ends of which are connected to

Go! platform 58 with the formation of a rigid U-shaped structure, which is actually the frame of the pile driving 5r mechanism 59. Each slider 63 is adapted to slide along its own side element 48. At the same time, 1 side elements 48 are turned to each other and according to the sliders 63 walls 64 and as sliding guides

Ф uses the surfaces of the shelves 52 and the walls 64 of the Larsen sheet pile, which are adjacent to the places where the shelves 52 join the walls 64. Moreover, due to the fact that the shelves 52 relative to the walls 64 of the Larsen sheet pile are located at an angle that is different from a right angle (at 90 angular degrees) , the crossbars 50 do not interfere with the sliding of the sliders 63.

The parts 65 of the sliders 63 that slide can be made, for example, from standard rolling angles, again thanks to the use of a Larsen tongue. It is also useful, firstly, that the Larsen tongue has a specific curved shape of the edges (locking parts) 51 of the shelves 52, which, in particular, ensures increased stability of the shelves and optimal operation of the vertical riser 44 in conditions of simultaneous compression, twisting and bending, and , secondly, the fact that the thickness of the wall 64 of the Larsen sheet pile is increased, for example, from the channel, which, in particular, allows not to strengthen the wall 64 in the places where the windows 49 are made.

The drilling rig 5 contains a vertical riser 66 and a horizontal platform 67, the front part of which is rigidly fixed to the lower part of the riser 66. The platform 67 is installed, preferably, on two anchor carts 19, which are fixed to the bottom of the platform 67 by means of removable threaded connections 68 and one is installed on the guide 15 of the two main bridge beams 12 so that the drilling rig 4 on the rollers 18 of the anchor carriages 19 b5 can move along the guide 15 along the main bridge beams 12 in the second direction, which is indicated by arrow 46 in Fig. 1. if necessary, a larger number of anchor carts (19) can be used,

for example, two relatively short carriages (19) for each support guide.

The removable threaded connection 68 can include at least one anchor bolt ZO, which is similar in design to the anchor bolt used in the previously described removable connections 13, but

Can have larger sizes. At the same time, an A-shaped groove 70 is made on the upper part of the anchor trolley 19, which is similar to the previously described groove 34, which is made on the upper part of each running beam 6. In the corresponding side parts of the platform 67, holes 87 are made for the rods 28 of the anchor bolts 30.

The riser 66 has a I-beam section, for example, the riser 66 is made of a regular rolled I-beam, while the side parts of the riser 66, which lie in planes parallel to the direction 46 of movement of the drilling rig 7/0 5, are formed by shelves 71 of the I-beam. Guides 72 are welded to the conventional front edges of the shelves 71 so that guide grooves are formed between them and the wall 73 of the I-beam, in which the sliders 74 of the lifting platform of the drilling mechanism 75 are located. The specified lifting platform has vertical 76 and horizontal 77 plate-like parts, on the last of which an electromechanical drive is mounted, for example, a gear motor 78, with the output shaft of which the upper end of the drilling tool 79 is connected, preferably /5 Made in the form of a sealing drill 79. The sealing drill 79 has a hollow body, which includes a conical lower end part 80 and tubular main part 81, which can be made sectional. Holes adapted to fill the internal cavity of the drill body with ballast material or to remove ballast material from it to adjust the weight of the drill 79 can be provided. The screw blade 82 is made on the drill body 79.

As can be seen from the drawing in Fig. 1, the drilling mechanism 75 is located on the conventionally named front side of the riser 66, and the platform 67 is located on the opposite rear side. Moreover, in the front part of the platform 67, a cutout for a drill 79 is made. As can be seen from the drawings, the drilling rig 5 is oriented in such a way that its drilling mechanism 75 in relation to its vertical riser 6b is located on the side of the first (for example, the one shown near in Fig. 1, 12, 14, 15 or the left one in Fig. 13) from two opposite ends of any main beam 12. In other words, the drilling mechanism 75 in relation to the vertical riser 66 of the drilling rig 5 and the first end of the main beam 12 is oriented similarly to the orientation of the slot 53 in relation to t of the vertical riser 44 of the pile driver 4 and the indicated first end of the main beam 12.

However, in another embodiment (not shown in the drawings), which is not worse, the drilling rig 5 can be oriented by the drilling mechanism 75 in the opposite direction, that is, so that the drilling mechanism 75 and the slot 53 of the riser 44 (o z are turned to each other, and the platforms 67, 45 are located on opposite sides of risers 66, 44.

On the upper part of the wall 73 of the riser 66, a node 83 of the upper fixed blocks, intended for storing the rope 84 of the lifting rope mechanism on them, is fixed. The node 85 of the lower moving blocks, on which the rope 84 is stored, is fixed on the upper part of the vertical part 76 of the lifting platform of the drilling mechanism 75. The end of the rope 84 is wound on the drum of the lifting winch 86, which is installed on the rear part of the platform 67 and has the usual construction for winches . "-

If the main part 81 of the drill body 79 is made sectional from the main and additional sections, the riser 66 is also made sectional from the main section 88 and the additional lower section. At the same time, the horizontal platform 67 is rigidly fixed to the lower part of the main section 88 of the riser 66, at the lower end of which there are detachable joints 89 for docking the main section 88 with an additional lower section (not shown in the drawing). "

The removable connection 89 can be made, for example, in the form of plates with holes 90 for bolts. with c For the simultaneous joint forced movement of pile driving 4 and drilling 5 installations

And they are connected to each other, for example, with the help of a rigid element, the ends of which are fixed on the platforms and? 45, 67, while the machine may have one common stepping hydraulic power mechanism 91. In other embodiments, the machine has two separate individual stepping hydraulic power mechanisms 91 for moving the pile driver 4 and drilling 5 units. In any case, the specified moving mechanism 91 includes a double-acting hydraulic cylinder 92, the body 93 and the rod 94 of which are connected by hinges to the first 95 and second 96 beams, respectively. On the end parts of the first beam 95, sliders 97 are fixed, which are adapted for sliding, for example, along the guides 15 of the main bridge beams 12, and on the sliders 97

Go! swivel stops 99 are fixed by hinges 98, adapted to rest on the vertical surfaces of the stops 100, which are installed in increments along the main beams 12, and the upper horizontal surfaces 14 of the latter. Moreover, each stop 100 is welded to the upper surface 14 of the main beam 12 and the surface of the sole of the rail profile

Ф of the guide 15. Thus, the set of stops 100 increases the reliability of fastening the guide 15 to the upper surface of the main beam 12. The ends of the second beam 96 are connected to the anchor carts 19 or horizontal platforms 45 or 67, respectively, of the pile driving 4 or drilling 5 installation.

The machine in the first embodiment of Fig. 1 is better suited for driving piles along the wall of an existing building, pit fence or other obstacle. Even better for driving piles in the immediate vicinity of any obstacle, the fourth variant of the machine according to Fig. 15 is adapted, which differs from the first variant according to Fig. 1 in that the basic structure (1) contains four main structures 12.

At the same time, both the fuel pressing unit 4 and the drilling unit 5 are installed on their own separate pair of adjacent main structures 12, and the indicated slot 53, which is adapted for inserting the riser 44 of the pressed construction structure, and the drill 79 are located on the side of the same end of the main structure, which is shown in Fig. 15 close-up. The basic structure contains only one additional beam, which is installed on the running beams 6 near one of their ends (far end in Fig. 15). Block counterweights 23 are installed on the specified additional beam 22 and on two main beams 12 behind the drilling rig 5. 65 For work in conditions of limited working space, the third version of the machine according to

Fig. 14, which differs from the first variant of Fig. 1 in that both additional beams 22 relative to the main beams 12 are placed on the side of one end of the running beams 6 (far end in Fig. 14). The main beams 12 and additional beams 22 are installed on the running beams 6 with their parts located near their ends, that is, without the formation of cantilevers.

If there are no restrictions on the size of the working space of the construction site, it is best to use the second variant of the machine according to Fig. 12, 13, which is characterized by the best use of the weight of the counterweights 23. This variant differs from the third variant according to Fig. 14 in that the main beams 12 are located between 22 additional beams.

The machine can have another (fifth) version, in which it is best suited for 7/0 sheet metal pressing. At the same time, the basic structure 1 is assembled, for example, as shown in Fig. 12, 13, and instead of the pile driver 4 and drilling 5 units, the driver 101 is installed on the guides 15 of the main beams 12 with the help of two anchor carts 19 (see Fig. Fig. 16-20), which is better suited for pressing sheet piles or other similar building structures (further - sheet pile press unit 101).

That is, the machine has working equipment, which consists of two interchangeable components, the first of which (pile /5 pressing 4 and drilling 5 units) is used mainly for pressing piles, and the second (pile pressing unit 101) - mainly for pressing sheet piles.

The sheet metal pressing unit 101 contains a frame 102 with nodes (109) adapted for releasable fastening of means (19) for installing the unit 101 on the base structure 1, and four vertical tubular guides 103 located in the gap C between the main beams 12, and the sheet pile step-by-step pressing mechanism 104 with a working element in the form of two clamping jaws 105, which are adapted to clamp the wall of the pressed sheet pile between them and step-by-step displacement of the place of clamping the sheet pile wall to its upper end as it sinks with the help of two power hydraulic cylinders 106.

The frame 102 includes a I-beam 107, the wall 108 of which is located parallel to the horizontal plane. Moreover, the indicated means (19) for installing the sheet piling installation on the basic structure of Construction 1 are made in the form of anchor carts 19, and the specified nodes (109) for detachable fastening of the anchor carts 19 are made in the form of cantilever parts of the beam 107, in the wall 108 of which holes 109 are made for tanker bolts 30 of detachable connections 68, with which the anchor carts 19 are fixed to the end cantilever parts of the beam 107. In the middle part of the wall 108 of the beam 107, a rectangular slot 110 is made for the sheet pile and holes that are located directly near the shelves 111 beams 107 and the shape of which is adapted for guiding the ends of Hezo tubular guides 103 in them, on which sections 112 of the coot type are made, which are connected to the shelves 111 of the beam 107.

Below the beam 107 is a stationary plate 114, in the central part of which a rectangular slot for a sheet pile and holes for tubular guides 103 is made. All elements of the frame 102 are welded together, while the tubular guides 103 are connected to each other and to the stationary plate by plate crossbars 115 and ribs 116. Below the stationary plate 114, the tubular guides 103 are connected to each other by plate-shaped transverse crossbars 117. On the lower surfaces of the stationary plate, lugs 118 are fixed, with which the hydraulic cylinder bodies 106 are connected by the first hinges 119 (movable. In the slot 110, two inclined plates 120 for catching the end of the sheet pile and its correct orientation.

The sheet metal step-by-step pressing mechanism 104 includes a movable plate 129, which has a rectangular slot made in its central part for placing clamping cheeks 105 in it and holes in which "

Bushings 121, which have holes adapted for sliding along tubular guides 103. All elements of the movable pt") from the plate 129 are welded together, and the bushings 121 are additionally connected to each other and to the fixed plate by plate crossbars 122. On the lower surfaces of the movable slabs are fixed ears 123, with which third ;" the first ends of the earrings 125 are connected by hinges 124, the second ends of which are connected by the fourth hinges 126 to the lugs 127 made on the back surfaces of the clamping cheeks 105. The lugs 127 are connected to the rods of the sub-cylinders 106 by the second hinges 128. Moreover, the distance between the first hinges 119 is smaller the distance between the second hinges 128, which are placed above the fourth hinges 126, which are placed above the third hinges 124.

Facing each other, the front surfaces of the clamping cheeks 105 are adapted to clamp the wall between them on the tongue and may have a notch to increase the friction between them and the surface of the tongue.

Go! To ensure automatic clamping of the cheeks 105 when the rods of the hydraulic cylinders 106 are extended, the pressing 5p mechanism 104 is equipped with a means 130 for creating a force that prevents the lowering of the movable plate 129. o In the first embodiment of Fig. 21, the specified means 130 can be made in the form of braking devices

F 131, each of which is adapted to create an adjustable frictional force between its friction element 132, fixed on any part of the movable plate 129, and the corresponding guide 103. The friction element 132 can be mounted in each sleeve 121, for example, in the conical part 133 its opening for the guide 103 and be formed of several sectors, the shape of two side opposite surfaces of which corresponds to the shape of the surfaces adjacent to them, namely the conical surface of the part 133 and the cylindrical surface of the tubular guide 103. The sectors of the friction element 132 are pressed inside the sleeve 121 by with the help of an elastic element 134, located in an adjustable gap 135 between the end of the friction element 132 (for example, a package of disc springs) and the flange 136, which is fixed to the end of the sleeve 121 with bolts 137, which are adapted to adjust the specified gap 135. By changing the tightening force of the bolts 137, adjust the braking force, and accordingly the clamping force on the cheeks 105, which is especially important when using the pressing mechanism 104 for pressing building structures that can be damaged when clamping, for example, reinforced concrete piles. It is better if the friction element 132 is located on the side of the lower end of the bushing 121, then when the moving plate 129 is lowered, the braking force will increase 65 due to the frictional force of the friction element 132 being pulled into the bushing 121, and when the moving plate 129 is raised, the braking force will decrease due to the friction force pushing it out friction element

132 from the sleeve 121 towards the flange 136. It is desirable that the angle p between the horizontal plane and the geometric line crossing the geometric axes of the hinges 124, 126 should be in the range from 0 to 15 angular degrees for the position of the clamping jaws 105, in which they perform a pressing force action on a compressible building structure.

In another alternative embodiment according to Fig. 22, which is preferable for reasons of reducing energy costs, the specified means 130 can be made in the form of two additional hydraulic cylinders 138, which are connected by hinges 139, 140 to the fixed 114 and the movable plates 129, while rod cavities 141 of additional hydraulic cylinders 138 are connected by hydraulic lines 142 to piston cavities 143 of main hydraulic cylinders 106.

Piston cavities 144 of additional hydraulic cylinders 138 with hydraulic lines 145 can be connected to a hydraulic tank 70 or a low-pressure device, for example, a hydraulic accumulator 146 with a pressure regulator in it. By changing the pressure in the hydraulic accumulator 146, you can adjust the clamping force on the cheeks 105.

The sheet pile driver shown in Fig. 18-20 can be adapted for driving piles if the design of the clamping jaws 105 and the dimensions of some structural elements are changed in a manner obvious to specialists. That is, the terms sheet piling and pile must be understood in the meaning of any building structure similar to them, unless otherwise directly follows from the text of the description or the formula of the useful model.

The machine is used in this way.

On the prepared base of the construction site from rail sheets Z, a rail track 2 is laid, on which the necessary structural variant of the basic structure 1 is assembled from individual nodes. If it is necessary to press piles or other similar structures onto the main beams 12, pile pressing 4 and drilling 2 o 5 units are installed. In some cases, drilling rig 5 may not be used if the soil properties allow it. Next, block counterweights 23 and a hydrostation with a control panel 24 are installed, making all the necessary electrical and hydraulic connections.

After the assembly and adjustment of the machine is completed, it is moved to the place of work with the help of electromechanical drives 10 carts 7. With the help of a stepping hydraulic power mechanism 91, the drilling rig 5 is moved to the installation of the compacting drill 79 above the pile depression point. At the same time, to reverse the direction of movement, the rotary stops 99 are moved to the required position so that they can rest on the right or left vertical surfaces of the stops 100.

To drill a well, rotate the drill 79 with the help of a motor-reducer 78 and ensure the lowering of the drilling mechanism 75 under its own weight by the lifting rope mechanism, rotating the drum of the winch 86u (from the direction of winding the rope 84. After completing the drilling of the well, rotating the drill 79 in the direction that opposite to the direction of its rotation during drilling, and at the same time lifting the drilling mechanism 75 with the lifting rope mechanism, rotating the drum of the winch 86 in the direction of winding the rope 84, remove the drill 79 from the wellbore and raise the drilling mechanism to the upper position.

In the versions of the machine shown in Fig. 1, 12, 14 and characterized by the fact that the pile press 4 and the drilling rig 5 are installed on common main beams 12, after drilling the well using the stepping hydraulic power mechanism 91, the drilling rig 5 is removed along the main beams from the well.

The pile is installed in the well with a load-lifting crane, and with the same or another mechanism 91, the pile pressing unit 4 is moved onto the pile until it is inserted into the middle of the riser 44 through the slot 53. The step-by-step pile pressing mechanism 59 is included in the extension of the hydraulic jack rod 61, while the plate 62 "rests on pile head and exerts a compressive force on it. After fully extending the rod in c of the hydraulic jack 61 and pressing the pile in one step, engage the hydraulic jack 61 to retract its rod and at the same time rotate the drum of the winch 60 in the direction of winding the rope 56 of the cable hoist from it;" mechanism After full retraction of the hydraulic jack rod 61 and corresponding lowering of the platform 58 under the own weight of the pressing mechanism 59, the specified mechanism is automatically fixed to the vertical riser 44 by inserting the latches into the windows 49, for example, under the action of springs. In this position, the pressing mechanism 59 is ready to press the pile to the next step in a similar way. After the piles have been fully pressed, the specified latches are turned off, i.e., they are made easier to insert into the windows 49, the pressing mechanism 59 is raised to the upper position with the help of a rope lifting mechanism,

Go! rotating the winch drum 60 in the direction of winding the rope 56 on it, and again include the latches.

In the version of the machine, which is shown in Fig. 15 and is characterized by the fact that the pile press 4 and drilling 5 o units are installed on separate two pairs of main beams 12, after drilling the well, the machine is moved

Ф along the rail track 2 until the well is installed in the gap zone 5 between the main beams 12 on which the pile driver 4 is installed. The pile is installed in the well with a crane and the pile driver 4 is moved to the pile with the mechanism 91 until it is inserted into the middle of the riser 44 dv through slot 53. Pile pressing is carried out as described above.

If it is necessary to press sheet piles or other similar structures on the rail track 12, assemble the machine in the version shown in Fig. 16-20, while on the main beams 12, instead of pile press 4 and drilling 5 units, similarly with the use of anchor carts 19, a sheet press machine is installed installation 101. After completion of assembly and adjustment of the machine, it is moved to the place of work with the help of electromechanical drives 10 carts 7.

With the help of a stepping hydraulic power mechanism 91, the sheet pile pressing unit 101 is brought to the point of pressing the sheet pile, and the lower end of the sheet pile is introduced into the pressing unit 101 with a crane through the slot 110. 65 Plates 120 ensure that the end of the sheet pile is caught and its correct orientation relative to the clamping jaws 105 so that the wall the sheet pile is located in the gap between the clamping cheeks 105. The latter, under the action of the upward force of the hydraulic cylinders 106, are set so that the gap between them is larger from above than at the bottom, which facilitates the insertion of the sheet pile wall into the specified gap.

Manipulating the sheet pile with the help of a crane, the locking part of the lower end of the sheet pile is inserted into the locking part of the upper end of the previously pressed sheet pile. At the same time, due to the specific kinematics of the pressing mechanism 104, the cheeks 105 have a certain freedom of movement and do not interfere with the necessary manipulations with the tongue and groove.

To press the tongue, the power hydraulic cylinders 106 are included in the extension of their rods, while due to the fact that the means 130 creates a force that prevents the lowering of the movable plate 129, the ears 125 are turned /o so that the clamping cheeks 105 move down and in the direction of each other to abutment of their frontal surfaces against the surface of the sheet pile wall. Moreover, the cheeks 105 have a certain freedom in order to compensate for certain limited displacements of the sheet pile and to be correctly installed relative to its wall without the occurrence of significant additional loads in the structural elements of the pressing unit. After clamping the wall of the sheet pile with the cheeks 105, the latter exert a compressive force on the sheet pile, which, as a result, is pressed into the ground. 7/5 As the tongue is lowered, the movable plate 129 is lowered, while the bushings 121 slide along the tubular guides 5. After the rods of the hydraulic cylinders 106 are fully extended and, accordingly, the tongue is pressed to the first step, the hydraulic cylinders 106 are switched to retraction of the rods, while initially the cheeks 105 are moved slightly upwards and in the direction from each other, and after releasing the tongue wall, the movable plate 129 rises to the upper position, and in this state, the step-by-step pressing mechanism 104 is ready to press the tongue to the next step in a similar way.

Claims (1)

Formula of the invention 25 1. A machine for pressing piles, sheet piles or other similar building structures, containing a movable base structure (1) located, mainly parallel to the horizontal plane, and working equipment mounted on the base structure, which includes at least one pressing unit (4, 101), which is adapted for pressing in the specified construction structures, and the base structure (1) contains running longitudinal structures (6) with trolleys (7) or other devices for moving the base structure in the first direction (47) along the rail track (2) or other basis and the main longitudinal structures (12), which are installed on the running structures (b) and are rigidly connected to them by removable joints (13), the pressing t) installation (4, 101) is mounted on the located with with a gap (5) to each other in the horizontal plane of two adjacent main structures (12) with the possibility of forced movement along them in the second direction (46), which, in fact, perpend icular to the specified first direction (47) of movement of the base structure (1), and (in) C5 Includes a pressing mechanism (59, 104) with a working element (62, 105) adapted for "- pressing force action on the construction a structure that is characterized by the fact that on the upper part of each main structure (12) a support guide (15) is made, or each main structure (12) is made in the form of a support guide (15), which has an upper part (16), an upper surface (17) ) which is suitable for resting on it and moving along it rollers (18), sliders or other similar elements of anchor trolleys " (19), and at least one lower surface (20) is suitable for interaction with at least one hitch (21) with of an anchor trolley (19) with at least one roller (18), which is adapted in order to prevent the lifting of the trolley (19) relative to the support guide (15) due to the abutment against the specified lower surface (20) by the force that occurs during pressing building construction p At the same time, the pressing unit (4) is installed on at least two of the specified anchor trolleys (19), which are installed on the support guides (15) of each adjacent main structure (12). - 2. The machine according to the previous point, which differs in that the support guide (15) is made of a rail or other similar profile and is rigidly fixed to the upper surface of the main structure (12), and the carriage (19) is made with at least two hooks (21) ), installed on different sides of the support guide (15). Ltd. Z. The machine according to claim 1, which differs in that the support guide is made in the form of the main structure (12). 4. The machine according to the previous point, which differs in that the main structure (12) is made in the form of 1 beam of I-beam section, the upper shelf of which is the specified upper part (16) of the support guide. Ф 5. The machine according to any of the preceding clauses, which is characterized by the fact that the pressing mechanism (104) of the pressing unit (101) is adapted for clamping the pressed construction structure from the sides by the working element (105) and step-by-step displacement of the clamping place of the pressed construction structure 2 to its upper end as it sinks. 6. The machine according to any preceding item, characterized in that the pressing device (4) includes a vertical riser (44) having a slot (53) located on the side of one of the two opposite ends of the main structure (12 ) and is adapted to insert into the riser (44) a pressed construction structure located close to the vertical, and the pressing mechanism (59) is installed inside the Vertical riser (44) with the possibility of forced movement along it and the pressing force action of the working element (62) on the upper end of the pressed-in building structure. 7. A machine according to any preceding claim, characterized in that it is equipped with at least one second pressing unit (101), the first (4) and second (101) pressing units being adapted to be alternately mounted on the main structures (12). in various embodiments, the machine 65 is adapted to press in building structures similar to piles or sheet piles, and the first pressing device (4) includes a vertical riser (44) that has a slot (53) located on the side of one of two opposite ends of the main structure (12) and is adapted to insert into the riser (44) of the pressed-in building structure located close to the vertical, and the pressing mechanism (59) is installed inside the vertical riser (44) with the possibility of forced movement along it and the pressing force action of the working element (62) on the upper end of the pressed building structure, and the second pressing device (101) has a pressing th mechanism (104), which is adapted to be clamped by the working element (105) of the pressed-in building structure from the sides and step-by-step displacement of the place of clamping of the pressed-in building structure to its upper end as it sinks. 70 8. The machine according to any of the preceding items 6-7, which is characterized by the fact that it is equipped with a drilling rig (5), which is mounted on two adjacent main structures (12) similarly to a pressing rig (4), while the drilling rig ( 5) includes a vertical riser (66) on which a drilling mechanism (75) is installed with the possibility of its forced movement along the riser (66), and the drilling tool (79) of the drilling mechanism (75) is placed in the plan in the gap zone (5) between the main structures (12). 9. The machine according to the previous point, which is characterized by the fact that the drilling tool (79) is made in the form of a compacting drill (79), which is adapted for the formation of a well almost without removing soil. 10. The machine according to any of the previous items 8-9, characterized in that the pressing (4) and drilling (5) installations are mounted on one common pair of adjacent main structures (12). 11. The machine according to any of the preceding items 8-9, characterized in that the basic structure (1) comprises four main structures (12), the pressing (4) or drilling (5) unit being mounted on its own separate pair of adjacent main structures (12), and the specified slot (53), which is adapted for inserting the riser (44) of the pressed construction structure, and the drilling tool (79) are located on the side of the same end of the main structure. 12. The machine according to any of the previous items 8-11, which is characterized in that the pressing (4) and drilling ov (5) installations are connected to each other so as to be moved by a single power mechanism (91). 13. The machine according to any previous item, which is characterized by the fact that the main structures (12) are mounted on the running structures (6) with their parts located near their ends. 14. The machine according to any of the previous items 1-12, which differs in that the main structures (12) are installed on the first running structure (6) with their parts, which are located at a distance from their first end, and on the second - with their parts located near their second end. 15. The machine according to any previous item, which is characterized by the fact that the basic structure (1) is equipped with at least one additional structure (22), which is installed on the running structure (6) and is placed on the side of one of the ends of the running structures (b ). 16. The machine according to any of the previous points, which is characterized by the fact that the basic structure (1) is equipped with two additional structures (22) at 35, each of which is installed on the running structure (6) and is placed near the corresponding end of the running gear structures (6). 17. The machine according to any of the previous items 15-16, which is characterized by the fact that the additional structure (22) is rigidly connected to the running structures (6) by removable connections (13). 18. The machine according to any previous item, which is characterized by the fact that it is equipped with a plurality of block "Counterloads, which are installed at least on an additional structure (22) and/or at least on two adjacent main structures (12). 19. The machine according to any preceding item, which differs in that said detachable connections (13) ;" of any main structure (12) or additional structure (22) with any running structure (6) are made in such a way that the main (12) or additional (22) structure can be connected to the running structure (6) practically in any position along the latter, and the running structure (6) can be - connected to the main (12) or additional (22) structure in almost any position along the latter. 20. The machine according to any previous item, which is characterized in that said removable connection (13) of the main structure (12) with the running structure (b) includes at least two clamps (27), each of Go! which has an anchor bolt (30), which has a rod (28), one end of which has a cut (29) for a nut (31), and the other end has a head (32), adapted to place it in the relatively wider first part (33) about the groove (34) open from above, which is made on the upper part of each running structure (6), while Ф the width (B) of the head (32) is significantly greater than the width (б2) relative to the narrower second part (38) of the groove ( 34), and the thickness () of the head (32) is slightly less than the width (p) of the second part (38) of the groove (34), so that the specified head (32) in the first position can be inserted from above into the groove (34) and by turning in the second position, the valve is fixed from being pulled out of the groove 34 by resting its upper surfaces (39) on the lower surfaces (40) of the first part (33) of the groove (34), the clamp (27) also has a presser (41), which is made of the first on its side, the part (42), which actually presses the shelf of the main structure (12), is made from the opposite second side of it, the stop (43), which is located in the upper part (38) of the groove (34), and the hole made in its middle part for the rod (28) of the anchor bolt (30). in 21. The machine according to the previous item, which is characterized by the fact that at least two grooves (34) parallel to each other are made on the upper part of each running structure (b). 22. The machine according to the previous item, which differs in that the running structure (6) is made, mainly, in the form of a box-section beam, on the upper part of which two pairs of long-dimensional elements are welded, made of a rolled profile of the type of angle, channel or I-beam with the formed between elements 65 of each pair of grooves (34).