CN218147843U - A construction system suitable for trestle bridges - Google Patents

Abstract

The utility model relates to a construction system suitable for landing stage, it includes: floating equipment; the construction platform is supported on the floating transportation equipment and comprises a truss, and the truss is provided with a plurality of guide sleeves; the pile driving equipment is arranged on the construction platform, and when the tubular pile is inserted into the corresponding guide sleeve, the tubular pile is driven into a rock stratum by the pile driving equipment; the drilling device is arranged on the construction platform and is used for drilling the tubular pile to form a pouring channel; and the pouring device is arranged on the construction platform and is used for pouring concrete into the pouring channel to form an anchor pile buried in a rock stratum. The efficiency of positioning the tubular piles can be improved and the relative position accuracy between the tubular piles can be improved.

Description

A Construction System Suitable for Trestle Bridge

technical field

The utility model relates to the field of temporary pier construction, in particular to a construction system suitable for trestle bridges.

Background technique

At present, the trestle is mainly composed of steel pipe columns, connecting beams, distribution beams and longitudinal beam panels. Among them, the steel pipe pile needs to be buried in the covering layer at the bottom of the water. For the steel pipe pile in the area without covering layer or shallow covering layer, it is necessary to drill holes in the steel pipe pile and construct concrete anchor piles to ensure that the bearing capacity of the foundation meets the requirements.

In the related technology, in order to accurately locate the buried position of the steel pipe pile, a guide device will be made, and the steel pipe pile will be inserted and driven to a preset depth by using the "fishing method". After the erection of the connecting system, longitudinal beam and distribution beam of the trestle Drill holes for steel pipe piles and construct anchor piles.

However, the "fishing method" needs to be constructed hole by hole, each time it needs to be positioned separately, the positioning is complicated and the positioning accuracy is low.

Utility model content

The embodiment of the utility model provides a construction system suitable for trestle bridges, so as to solve the problems in the related art that each steel pipe pile needs to be positioned separately, the positioning is complicated and the positioning accuracy is low.

In the first aspect, a construction system suitable for trestles is provided, which includes: floating equipment;

A construction platform, the construction platform is supported on the floating equipment, the construction platform includes a truss, and the truss is provided with several guide sleeves;

Pile driving equipment, the pile driving equipment is arranged on the construction platform, and when the pipe pile is inserted into the corresponding guide sleeve, the pile driving equipment drives the pipe pile into the rock formation;

A drilling device, the drilling device is arranged on the construction platform, and the drilling device is used to drill holes into the pipe pile to form a pouring channel;

A pouring device, the pouring device is arranged on the construction platform, and the pouring device is used for pouring concrete into the pouring channel to form anchor piles buried in the rock formation.

In some embodiments, the construction system also includes:

Lifting device, when the anchor pile is poured and formed, the lifting device is installed on the pipe pile on the top of the anchor pile, and the lifting device is used to lift the truss to a preset height and the pipe pile Fixed connection.

In some embodiments, each of the guide sleeves of the truss is correspondingly provided with a positioning clip;

When the truss is raised to a design height, the positioning clamping plate is installed on the truss, and the positioning clamping plate locks the truss and the pipe pile.

In some embodiments, the construction platform includes a support plate installed on the truss, and the support plate is detachably installed above the truss.

In some embodiments, the truss includes transverse girders extending along the transverse bridge direction, and two ends of the transverse girders are each provided with a guide sleeve.

In some embodiments, the truss further includes longitudinal girders extending along the longitudinal bridge direction, the longitudinal girders and the transverse girders are perpendicular to each other, the longitudinal girders and the transverse girders are alternately arranged to form a rectangular frame structure, and at the four vertices of the rectangular frame structure Each is provided with a guide sleeve.

In some embodiments, the transverse webs are shorter than the longitudinal webs.

In some embodiments, a connection system is provided in the rectangular frame structure, and the connection system is connected to the transverse girders and the longitudinal girders at the same time.

In some embodiments, the floating device is provided with an anchoring structure.

In some embodiments, the guide sleeve includes a first sleeve and a second sleeve arranged vertically and coaxially.

In the second aspect, a construction method suitable for trestle bridges is provided, including the following steps: placing the truss on the floating equipment, and floating the floating equipment to the erection area, wherein the truss is provided with several guide sleeves pipe; the pipe pile is buried in the water in the erection area through the guide sleeve; the pile driving equipment drives the pipe pile into the rock formation; the drilling device drills holes into the pipe pile to form a pouring channel; the pouring device pours into the pouring channel The concrete forms anchor piles buried in the rock formation.

In some embodiments, the floating of the floating equipment to the erection area includes the following steps: setting a temporary fixed point on the floating equipment, installing the truss on the temporary fixed point; floating the floating equipment to In the erection area, the position of the floating equipment is adjusted according to the designed pile position and the position of the guide sleeve; until the axis of the guide sleeve is coaxial with the designed pile position, the anchoring structure is anchored and the floating equipment is anchored.

In some embodiments, after the pouring device forms the anchor pile buried in the rock formation to the pouring channel, the following steps are further included: installing the lifting device on the top of the pipe pile; A positioning clip is installed at each guide sleeve, and the truss and the pipe pile are locked by the positioning clip.

The beneficial effects brought by the technical solution provided by the utility model include:

The embodiment of the utility model provides a construction system suitable for trestle bridges. Since the truss has a plurality of guide sleeves, it can guide a plurality of pipe piles at the same time, and can ensure the relative position accuracy of each pipe pile. Simultaneous positioning of multiple pipe piles can be completed only by positioning the truss each time, which improves the efficiency of positioning and improves the relative position accuracy between the pipe piles. Therefore, the position accuracy of the pipe pile can be improved, and at the same time, the efficiency of pipe pile positioning is improved.

Description of drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some implementations of the present invention. For example, those of ordinary skill in the art can also obtain other drawings based on these drawings on the premise of not paying creative efforts.

Fig. 1 is a top view of a construction system suitable for a trestle provided by the embodiment of the present invention;

Fig. 2 is a front view of a construction system suitable for a trestle provided by the embodiment of the present invention;

Fig. 3 is a structural schematic diagram of the floating construction platform of the floating equipment provided by the embodiment of the utility model;

Fig. 4 is a structural schematic diagram of the construction system when the pipe pile is hoisted by the lifting device provided by the embodiment of the utility model;

Fig. 5 is a structural schematic diagram of the construction system when the drilling device provided by the embodiment of the present invention drills holes into pipe piles;

Fig. 6 is a structural schematic diagram of the construction system when pouring concrete to form anchor piles provided by the embodiment of the present invention;

Fig. 7 is a structural schematic diagram of the construction system when the hoisting device provided by the embodiment of the present invention lifts the truss;

Fig. 8 is a structural schematic diagram of the construction system when the longitudinal beam is hoisted above the pipe pile provided by the embodiment of the present invention;

Fig. 9 is a top view structural schematic diagram of the truss provided by the embodiment of the present invention;

Fig. 10 is a schematic diagram of the front structure of the truss provided by the embodiment of the present invention;

Fig. 11 is the flowchart of the construction method that the utility model embodiment provides;

Fig. 12 is a flowchart of step S1 in Fig. 11;

Fig. 13 is a flowchart of another construction method provided by the embodiment of the present utility model.

In the picture:

1. Truss; 11. Guide casing; 111. First casing; 112. Second casing; 12. Frame; 121. Transverse truss; 122. Longitudinal truss; 123. Connection system;

2. Floating equipment; 21. Anchoring structure;

3. Lifting device;

4. Pipe pile;

5. Drilling device;

6. Anchor pile;

7. Support plate;

8. Lifting device;

9. Positioning card board;

a. Longitudinal beam; b. Horizontal distribution beam.

detailed description

In order to make the purpose, technical solutions and advantages of the embodiments of the utility model more clear, the technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the utility model. Obviously, the described The embodiments are some embodiments of the present utility model, but not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

The embodiment of the utility model provides a construction system suitable for trestle bridges, which can solve the problems in the related art that each steel pipe pile needs to be positioned separately, the positioning is complicated and the positioning accuracy is low.

Referring to Figures 1 to 10, a construction system suitable for trestle bridges provided by the embodiment of the present utility model includes: floating equipment 2; a construction platform, the construction platform is supported on the floating equipment 2 , the construction platform includes a truss 1, the truss 1 is provided with a number of guide sleeves 11; piling equipment, the piling equipment is arranged on the construction platform, when the pipe pile 4 is inserted into the corresponding guide sleeve 11, the The pile driving equipment drives the pipe pile 4 into the rock formation; a drilling device, the drilling device is arranged on the construction platform, and the drilling device is used to drill holes into the pipe pile 4 to form a pouring channel; pouring The pouring device is arranged on the construction platform, and the pouring device is used to pour concrete into the pouring channel to form the anchor pile 6 buried in the rock formation. That is to say, the construction on the water can be realized by setting the construction platform on the floating equipment 2, and the truss 1 of the construction platform is provided with a plurality of guide sleeves 11, and the positioning of multiple pipe piles 4 can be satisfied by positioning the truss 1 once. Install. In this embodiment, the truss 1 is provided with four guide bushings 11 , and the positioning of the truss 1 for the first time can satisfy the positioning of the pipe pile 4 for four times. At the same time, because the pipe piles 4 pass through the guide sleeves 11, the truss 1 can ensure the accuracy of the relative positions of the four guide sleeves 11 connected to it, that is, the position between the pipe piles 4 passing through the four guide sleeves 11 is ensured. Accuracy, to avoid excessive relative position error between pipe piles 4 due to repeated positioning. Compared with multiple positioning in water to ensure the relative position accuracy between the pipe piles 4 , the truss 1 can be made on land, which can better ensure the relative position accuracy between the guide sleeves 11 . That is to say, the truss 1 not only reduces the times of positioning, but also improves the efficiency of construction. At the same time, the relative position accuracy between the pipe piles 4 can be improved. After positioning each pipe pile 4, the pipe pile 4 is driven into the rock formation by the piling equipment arranged on the construction platform, wherein since the truss 1 is provided with a plurality of guide sleeves 11, the adjacent The pipe piles 4 are connected to form a whole. In the related art, the pipe piles 4 are only guided by the guide structure, and each pipe pile 4 is independent of other pipe piles 4. When the pipe piles 4 are inserted and driven, they will be subjected to the lateral force of the water flow. Cause the pipe pile 4 to deflect, and rework seriously slows down the construction progress. In this embodiment, the pipe piles 4 passing through different guide sleeves 11 on the same truss 1 can be formed as a whole, so as to prevent a single pipe pile 4 from toppling due to the lateral force of the water flow. The precision of driving the pipe pile 4 is improved. After the pipe pile 4 is inserted and driven, the drilling device arranged on the construction platform is used to drill holes into the pipe pile 4 to form a pouring channel, and then the pouring device arranged on the construction platform is used to pour concrete into the pouring channel to form an anchor pile buried in the rock formation 6. The positioning and anchoring of the pipe pile 4 are realized. Among them, the truss 1 can not only assist the positioning of the pipe piles 4, but also connect adjacent pipe piles 4 to form a whole to resist the lateral force of the water flow. The truss 1 can also support the above piling equipment, drilling device and pouring device in the construction process on the water. In this embodiment, the truss 1 is formed by assembly and welding of section steel, and the cost is low.

Referring to Fig. 7 and Fig. 8, in some optional embodiments, the construction system shown further includes: a lifting device 8, after the anchor pile 6 is cast and formed, the lifting device 8 is installed on the anchor pile 6 on the top of the pipe pile 4, the lifting device 8 is used to lift the truss 1 to a preset height and be fixedly connected with the pipe pile 4. That is to say, the truss 1 is not only used to guide the pipe piles 4, but also will be fixedly connected with the pipe piles 4 after the construction of the pipe piles 4 is completed, so as to connect the adjacent pipe piles 4 and improve the stability of the trestle. In this embodiment, the guide structure for the pipe pile 4 is combined with the strengthening mechanism between the pipe piles 4, which reduces the construction cost and improves the construction efficiency. It is not necessary to remove the guide structure after the use of the guide structure is completed, and then install The contact beam was floated and transported to 4 pipe piles for construction. The truss 1 can be lifted directly and fixedly connected with the pipe pile 4, which saves a step of dismantling the guide mechanism and simplifies the transportation and positioning steps of the connecting beam. In this embodiment, the lifting device 8 is composed of a beam, a steel strand, and a hydraulic jack. During construction, the beam is arranged on the top of the pipe pile 4, and the hydraulic jack is arranged above the beam. point, the other end of the steel strand passes through the anchor point of the hydraulic jack. The truss 1 is lifted by continuously receiving the steel strands through the hydraulic jack. As shown in the figure, there are at least two anchor points on the truss 1 to prevent the truss 1 from deflecting during the lifting process. In this embodiment, since the truss 1 is a rectangular structure, an anchor point is provided at each of the four vertices of the truss 1 to ensure a stable lifting process.

Referring to Figures 5 to 10, in some optional embodiments, each of the guide sleeves 11 of the truss 1 is provided with a positioning clip 9; when the truss 1 is lifted to the design height At this time, the positioning clip 9 is installed on the truss 1 , and the positioning clip 9 locks the truss 1 and the pipe pile 4 . That is to say, the truss 1 is locked to the pipe pile 4 through the positioning clip 9 . In this embodiment, the positioning clip is a square plate cut from a steel plate. Comparing Fig. 5 and Fig. 6, it can be seen that after the pipe pile 4 is inserted and driven, the positioning clip 9 can be fixed on the pipe pile 4, and the positioning clip 9 spaced up and down can form a limited space, so that the truss 1 supports On the positioning clamp 9 , at this time, the truss 1 may not be fixedly connected to the positioning clamp 9 , and the position of the truss 1 is limited only by the supporting force of the positioning clamp 9 . Comparing Figure 7 and Figure 8, it can be seen that when the truss 1 needs to be lifted, the positioning clip 9 on the pipe pile 4 is removed, and the positioning clip 9 is installed on the pipe pile 4 after the truss 1 is raised to a preset height , and the positioning clip 9 is fixedly connected with the truss 1, and the truss 1 and the connected pipe piles 4 form a whole, and the truss 1 can transmit the horizontal force between the pipe piles 4 to improve the stability of the trestle. In this embodiment, the truss 1 and the pipe pile 4 are connected to the positioning clamp 9 by welding. In other embodiments, the truss 1 and the pipe pile 4 can also be connected to the positioning clamp 9 by screwing.

In this embodiment, each pipe pile 4 is connected with four layers of positioning clamps 9, and the four layers of positioning clamps 9 surround each other to form two limiting spaces. The upper limiting space is used to limit the first casing 111, and the lower layer The limiting space is used to limit the second sleeve 112 . The positioning clips 9 of each layer are fixedly connected with the pipe pile 4 at even intervals along the circumferential direction of the pipe pile 4 . It is more reliable than single point fixing.

3 to 7, in some optional embodiments, the construction platform includes a support plate 7 installed on the truss 1, and the support plate 7 is detachably installed on the truss 1 above. That is to say, the installation of the piling equipment, the drilling device and the pouring device is realized through the support plate 7 arranged on the truss 1, and through the detachable connection mode, it can be disassembled after use for reuse in the next construction. Reduced construction costs. In this embodiment, the truss 1 is a frame structure, and by setting the support plate 7 on the truss 1 , the related devices can be better supported on the construction platform, so as to prevent the related devices from sinking into the holes of the truss 1 . In this embodiment, the support plate 7 is a plate structure composed of section steel, steel plates and Bailey beams. A temporary locking mechanism is provided between the support plate 7 and the truss 1 to improve the stability of the support plate 7 .

Referring to FIG. 9 , in some optional embodiments, the truss 1 includes a transverse girder 121 extending along the transverse bridge direction, and two ends of the transverse girder 121 are provided with a guide sleeve 11.

That is to say, the truss 1 is provided with two guide sleeves 11 arranged along the direction of the transverse bridge, which can realize the arrangement of the pipe piles 4 along the direction of the transverse bridge, and the pipe piles 4 arranged at intervals in the direction of the transverse bridge can meet the requirements of the transverse distribution beam b installation. During the erection process, the transverse distribution beam b can be supported above the two pipe piles 4 to reduce the risk of the transverse distribution beam b toppling. Improve the stability of the bridge. The longitudinal beam a is supported by the transverse distribution beam b. In this embodiment, the distance between the centers of the two guide sleeves 11 connected by the transverse girder 121 is greater than the width of the longitudinal beam a. Extend both sides of the stringer a to provide better support for the stringer a.

Referring to Fig. 9, in some optional embodiments, the truss 1 further includes longitudinal girders 122 extending along the longitudinal bridge direction, the longitudinal girders 122 and the transverse girders 121 are perpendicular to each other, and the longitudinal girders 122 and the transverse girders 121 are alternately arranged to form a rectangular frame structure, and a guide sleeve 11 is provided at each of the four vertices of the rectangular frame structure. When one truss 1 is positioned, the positioning of four pipe piles 4 can be satisfied at the same time, and lateral forces in the longitudinal bridge direction and the transverse bridge direction can be transmitted between the pipe piles 4 . The performance of the pipe pile 4 against the lateral force of water flow is improved.

Referring to FIG. 9 and FIG. 10 , the transverse girders 121 are shorter than the longitudinal girders 122 . That is to say, because the longitudinal girders 122 are longer than the transverse girders 121, the distance between the pipe piles 4 in the direction of the longitudinal bridge can be larger than the distance between the pipe piles 4 in the direction of the cross bridge. The pipe piles 4 that can be connected to the same truss 1 have longer fulcrum intervals in the longitudinal bridge direction, so as to provide better support for the longitudinal beam a.

Referring to FIG. 9 , in some optional embodiments, a connection system 123 is provided in the rectangular frame structure, and the connection system 123 is connected to the transverse girders 121 and the longitudinal girders 122 at the same time. That is to say, the rectangular frame structure is reinforced by the connection system 123 . Improve the bearing capacity of the truss 1. In this embodiment, the connecting system 123 is connected with the rectangular frame structure to form several triangular structures, which reduces the risk of deformation of the truss 1 under stress.

Referring to FIG. 3 , in some optional embodiments, the floating device 2 is provided with an anchoring structure 21 . In this embodiment, the barge is used as the floating equipment 2 to float the truss 1 to the erection area. After the guide sleeve 11 is positioned accurately, the anchoring structure 21 is thrown into the water, and the anchoring structure 21 prevents The floating device 2 floats away during the erection process. In this embodiment, temporary support and fixing points are provided on the floating device 2 to avoid relative displacement of the truss 1 relative to the floating device 2 .

Referring to FIG. 9 and FIG. 10 , in some optional embodiments, the guide sleeve 11 includes a first sleeve 111 and a second sleeve 112 spaced up and down and arranged coaxially. That is to say, the same pipe pile 4 is positioned twice by using the first sleeve 111 and the second sleeve 112 , which improves the positioning accuracy of the pipe pile 4 .

Referring to Fig. 1 to Fig. 11, the embodiment of the utility model also provides a construction method, which includes the following steps:

S1: placing the truss 1 on the floating device 2, and floating the floating device 2 to the erection area, wherein the truss 1 is provided with several guide sleeves 11;

S2: passing the pipe pile 4 through the guide sleeve 11 and burying it in the water in the erection area;

S3: the pile driving equipment drives the pipe pile 4 into the rock formation;

S4: the drilling device drills holes into the pipe pile 4 to form a pouring channel;

S5: The pouring device pours concrete into the pouring channel to form the anchor pile 6 buried in the rock formation.

Through the multiple guide sleeves 11 provided on the truss 1, when positioning a truss 1, the positioning of multiple pipe piles 4 can be satisfied at the same time, and the positioning efficiency of the pipe piles 4 is improved compared with the single positioning of the pipe piles 4 . In addition, the construction platform can provide support for piling equipment, drilling devices and pouring devices, which reduces the difficulty of water construction. In this embodiment, the truss 1 can be manufactured in a factory, and the relative position accuracy between the pipe piles 4 can be better ensured compared with individual positioning on the water. In this embodiment, the pipe pile 4 is hoisted through the guide sleeve 11 by the hoisting device 3 . Adjacent pipe piles 4 can be connected by trusses 1 to form a whole. In the related art, the pipe piles 4 are only guided by the guide structure, and each pipe pile 4 is independent of other pipe piles 4. When the pipe piles 4 are inserted and driven, they will be subjected to the lateral force of the water flow. Cause the pipe pile 4 to deflect, and rework seriously slows down the construction progress. In this embodiment, the pipe piles 4 passing through different guide sleeves 11 on the same truss 1 can be formed as a whole, so as to prevent a single pipe pile 4 from toppling due to the lateral force of the water flow. The precision of driving the pipe pile 4 is improved.

Referring to Fig. 12, preferably, step S1, that is, said floating device 2 to the erection area includes the following steps:

S101: a temporary fixed point is set on the floating device 2, and the truss 1 is installed on the temporary fixed point;

S102: float the floating device 2 to the erection area, and adjust the position of the floating device 2 according to the designed pile position and the position of the guide casing 11;

S103: until the axis of the guide sleeve 11 is coaxial with the designed pile position, the anchoring structure 21 is anchored, and the floating device 2 is anchored. That is to say, temporarily fix the truss 1 and the floating device 2 first, so as to prevent the truss 1 from deflecting after positioning. When the floating equipment 2 is floated to the erection area, the position of the floating equipment 2 is adjusted according to the designed pile position and the position of the guide casing 11. After the position is adjusted, the floating equipment 2 is anchored by anchoring structure 21.

Referring to Fig. 13, in some optional embodiments, in step S5, that is, after the pouring device forms the anchor pile 6 embedded in the rock formation to the pouring channel, the following steps are further included:

The lifting device is installed on the top of the pipe pile 4;

The lifting device 8 lifts the truss 1 to the design height, and installs a positioning clip 9 at each guide sleeve 11 of the truss 1, and locks the truss 1 and the pipe pile 4 through the positioning clip 9 . That is to say, the truss 1 is not removed after the pipe pile 4 is positioned and poured to form the anchor pile 6 . The truss 1 will be lifted to a preset height and be fixedly connected with the pipe piles 4, and the force transmission between the pipe piles 4 can be realized through the truss 1, and the stability between the pipe piles 4 can be improved. Before lifting the truss 1, a positioning clamp 9 can also be set on the pipe pile 4, and the positioning clamp 9 can form a limited space to support the truss 1, so as to prevent the truss 1 from moving relative to the pipe pile 4, and the truss 1 can only be supported by the positioning clamp before lifting. On the plate 9 and not welded with the positioning clamp plate 9. When the truss 1 needs to be lifted, the positioning clip 9 is disassembled from the pipe pile 4 first. After lifting the truss 1 , one side of the positioning clip 9 is welded to the pipe pile 4 , and the other side is welded to the guide sleeve 11 . The truss 1 is not only supported by the positioning clamp 9, but when the pipe pile 4 is subjected to a lateral force, the truss 1 will be subjected to a shear force under the action of the positioning clamp 9, and the shear force will be transmitted through the truss 1 to other On the pipe piles 4 connected to the same truss 1 , the overall lateral force resistance is improved through the pre-embedded force of other pipe piles 4 .

The principle of a construction system suitable for trestle bridges provided by the embodiment of the utility model is as follows:

A plurality of guide bushings 11 are provided through the truss 1 , and after one truss 1 is positioned, the positioning of the plurality of guide bushes 11 can be ensured accurately, reducing the times of positioning on the water, improving construction efficiency, and reducing the difficulty of positioning on the water. And by connecting a plurality of guide sleeves 11 through the truss 1 , the relative position accuracy between the pipe piles 4 connected to the same truss 1 can be ensured. Moreover, the truss 1 is supported on the floating equipment 2, and while providing positioning, it can also provide a water construction platform for related construction equipment, reducing the difficulty of construction.

In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "upper", "lower", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the utility model and simplifying the Describes, but does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the present invention. Unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be interpreted in a broad sense, for example, it may be a fixed connection, a detachable connection, or an integral connection; it may be a mechanical connection, It can also be an electrical connection; it can be a direct connection, or an indirect connection through an intermediary, or an internal communication between two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present utility model according to specific situations.

It should be noted that in this utility model, relative terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or Any such actual relationship or order between such entities or operations is implied. Furthermore, the term "comprises", "comprises" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus comprising a set of elements includes not only those elements, but also includes elements not expressly listed. other elements of or also include elements inherent in such a process, method, article, or device. Without further limitations, an element defined by the phrase "comprising a ..." does not exclude the presence of additional identical elements in the process, method, article or apparatus comprising said element.

The above descriptions are only specific implementation methods of the present utility model, so that those skilled in the art can understand or realize the present utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features claimed herein.

Claims (10)

1. The utility model provides a construction system suitable for landing stage which characterized in that, it includes:

a floating device (2);

the construction platform is supported on the floating transportation equipment (2), and comprises a truss (1), and the truss (1) is provided with a plurality of guide sleeves (11);

the pile driving equipment is arranged on the construction platform, and when the tubular pile (4) is inserted into the corresponding guide sleeve (11), the tubular pile (4) is driven into a rock stratum by the pile driving equipment;

the drilling device is arranged on the construction platform and is used for drilling the tubular pile (4) to form a pouring channel;

and the pouring device is arranged on the construction platform and is used for pouring concrete into the pouring channel to form an anchor pile (6) buried in the rock stratum.

2. The construction system according to claim 1, wherein:

the construction system further includes:

lifting device (8), work as anchor pile (6) are pour and are formed the back, lifting device (8) install in anchor pile (6) top on tubular pile (4), lifting device (8) be used for with truss (1) promote to predetermine the height with tubular pile (4) fixed connection.

3. The construction system according to claim 2, wherein:

each guide sleeve (11) of the truss (1) is correspondingly provided with a positioning clamping plate (9);

when the truss (1) is lifted to the design height, the positioning clamping plates (9) are arranged on the truss (1), and the truss (1) and the tubular pile (4) are locked by the positioning clamping plates (9).

4. The construction system according to claim 1, wherein:

the construction platform comprises a supporting plate (7) installed on the truss (1), and the supporting plate (7) is detachably installed above the truss (1).

5. The construction system of claim 1, wherein:

the truss (1) comprises a transverse truss sheet (121) extending along the transverse bridge direction, and two ends of the transverse truss sheet (121) are provided with the guide sleeves (11).

6. The construction system of claim 5, wherein:

the truss (1) further comprises longitudinal truss sheets (122) extending along the longitudinal bridge direction, the longitudinal truss sheets (122) and the transverse truss sheets (121) are vertical to each other, the longitudinal truss sheets (122) and the transverse truss sheets (121) are alternately arranged to form a rectangular frame structure, and one guide sleeve (11) is arranged at each of four top points of the rectangular frame structure.

7. The construction system of claim 6, wherein:

the transverse webs (121) are shorter than the longitudinal webs (122).

8. The construction system of claim 6, wherein:

a connecting system (123) is arranged in the rectangular frame structure, and the connecting system (123) is connected with the transverse truss sheets (121) and the longitudinal truss sheets (122) at the same time.

9. The construction system according to claim 1, wherein:

the floating transportation equipment (2) is provided with an anchoring structure (21).

10. The construction system of claim 1, wherein:

the guide sleeve (11) comprises a first sleeve (111) and a second sleeve (112) which are arranged at intervals up and down and coaxially.

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