阅读说明：本技术 适用于岩基的装配式围堰及其施工方法 (Assembled cofferdam suitable for rock foundation and construction method thereof ) 是由 顾威 董学刚 马如彬 邹恒 曹坤 王弘元 于 2020-12-04 设计创作，主要内容包括：本发明公开了一种适用于岩基的装配式围堰及其施工方法,装配式围堰包括挡水本体、多个配重件,挡水本体或者挡水本体与河道边坡7围成一顶部开口四周密封的空间,挡水本体将水围挡在空间之外,挡水本体与基床密封固定,挡水本体内部具有空腔,配重件置于空腔内。通过在挡水本体内设置配重件以形成重力式结构,可适用于岩基河道。采用这种装配式围堰,具有施工工序少,施工工艺简单,施工风险第,开挖工作量小建设材料用量少,建设成本低,施工周期短等优点。(The invention discloses an assembled cofferdam applicable to a rock foundation and a construction method thereof. Through set up the weight in this internal in manger plate in order to form gravity type structure, applicable in the rock base river course. The fabricated cofferdam has the advantages of few construction procedures, simple construction process, low construction risk, small excavation workload, less construction material consumption, low construction cost, short construction period and the like.)

1. The utility model provides an assembled weir that encloses suitable for batholith, its characterized in that, assembled weir includes manger plate body, a plurality of counterweight, the manger plate body perhaps the manger plate body encloses into a top opening sealed space all around with the river course side slope, the manger plate body encloses water and keeps off outside the space, the manger plate body is fixed with the basement seal, the inside cavity that has of manger plate body, the counterweight is arranged in the cavity.

2. The assembled weir of claim 1, wherein the body comprises a plurality of weirs, the weirs having a cavity therethrough, the plurality of weirs being sequentially connected to form the body.

3. An assembly weir suitable for use with a rock foundation as claimed in claim 2, wherein the side walls of the breakwater are internally provided with reinforcing bars, and the reinforcing bars are poured inside the concrete.

4. An assembled weir as claimed in claim 2, wherein each of the water dams has at least two abutting surfaces, each abutting surface having at least two outwardly projecting abutting ribs disposed thereon, the abutting ribs extending from a bottom to a top of the water dam.

5. An assembled weir as claimed in claim 4, wherein a plurality of connecting holes are formed on the abutting surface between the two abutting ribs.

6. The assembly weir for rock-based as defined in claim 5, further comprising a connecting member, wherein both ends of the connecting member are fixedly connected to the connecting holes of two adjacent water baffles.

7. An assembled weir as defined in claim 4, further comprising a seal disposed between said abutment surfaces, said seal extending from the bottom of said splash plate to the top of said splash plate.

8. An assembled weir as defined in claim 7 wherein said seal is located between two of said abutting ribs.

9. An assembled weir as defined in claim 7 wherein said sealing member is a water-swellable rubber strip.

10. An assembly weir suitable for a rock foundation as claimed in any one of claims 1 to 9, further comprising a watertight layer laid on the inner wall surfaces of the bedbed and the water blocking body.

11. An assembled weir as claimed in claim 10, wherein said impermeable layer is a PE impermeable membrane.

12. An assembly weir suitable for use on a rock foundation as claimed in any one of claims 1 to 9, wherein the weight members are pockets of soil which are stacked within the cavity.

13. An assembled weir as defined in claim 12 wherein said pockets of soil are stacked above the top of said body, said pockets of soil above the top of said body being stacked at a 1:1 ratio.

14. An assembly weir suitable for use with a rock foundation as claimed in any one of claims 2 to 9 wherein the water deflector has a cross-sectional shape of a square or triangular ring.

15. A method of constructing an assembly weir adapted for a rock foundation, the method being used to construct an assembly weir adapted for a rock foundation according to any one of claims 1 to 14, the method comprising the steps of:

after the position of an upper foundation pit 8 on a side slope of a river channel is locally excavated, excavating a foundation bed on a rock stratum;

hoisting and installing the water retaining body;

paving anti-seepage layers in the foundation bed and the water retaining body;

and stacking the balance weight pieces.

Technical Field

The invention relates to the field of river channel and bridge engineering, in particular to an assembly type cofferdam applicable to a rock foundation and a construction method thereof.

Background

The cofferdam is used as a temporary water retaining building for enclosing a foundation pit, and has the functions of preventing water and soil from entering the building construction position and ensuring that the building construction is constructed in dry land. Therefore, the cofferdam is required to have the characteristics of stable structure, seepage prevention, impact resistance, simple construction, convenience in construction, maintenance and removal, economy, reasonability and the like.

At present, the common cofferdam includes several forms such as earth-rock cofferdam, concrete cofferdam, lock-mouth pipe cosmetic cofferdam, steel plate cosmetic cofferdam, etc. The construction process of the earth-rock cofferdam is simple, but the engineering quantity is large, the occupied area is large, and the earth-rock cofferdam is suitable for shallow water, slow flow rate and impermeable soil layers at the bottom of the cofferdam; the concrete cofferdam is relatively difficult to construct, has higher cost, is easy to cause serious waste of resources, but has scouring resistance, high safety and better waterproof performance; the lock catch tubular pile cofferdam and the steel sheet pile cofferdam are difficult to sink on the rock foundation.

Disclosure of Invention

The invention aims to overcome the defects of large cofferdam engineering quantity, large occupied area and unsuitability for a rock foundation in the prior art, and provides an assembled cofferdam applicable to the rock foundation and a construction method thereof.

The utility model provides an assembled weir that encloses suitable for batholith, its characterized in that, assembled weir includes manger plate body, a plurality of counterweight, the manger plate body perhaps the manger plate body encloses into a top opening sealed space all around with the river course side slope, the manger plate body encloses water and keeps off outside the space, the manger plate body is fixed with the basement seal, the inside cavity that has of manger plate body, the counterweight is arranged in the cavity.

Preferably, the water retaining body comprises a plurality of water retaining plates, the water retaining plates are internally provided with a through cavity, and the water retaining plates are sequentially connected to form the water retaining body.

Preferably, reinforcing steel bars are arranged inside the side walls of the water baffle, and the reinforcing steel bars are poured inside concrete.

Preferably, each water baffle has at least two abutting surfaces, each abutting surface is provided with at least two abutting ribs protruding outwards, and the abutting ribs extend from the bottom to the top of the water baffle.

Preferably, a plurality of connecting holes are formed on the butt joint surface between the two butt joint ribs.

Preferably, the assembled cofferdam applicable to the rock foundation further comprises a connecting piece, and two ends of the connecting piece are fixedly connected with the connecting holes on the two adjacent water baffles.

Preferably, the assembled weir for rock foundation further comprises a sealing member disposed between the two abutting surfaces, the sealing member extending from the bottom of the water guard plate to the top of the water guard plate.

Preferably, the seal is located between two of the abutment ribs.

Preferably, the sealing member is a water-swellable rubber strip.

Preferably, the assembled cofferdam applicable to the rock foundation further comprises a water seepage prevention layer, and the water seepage prevention layer is paved on the inner wall surfaces of the foundation bed and the water retaining body.

Preferably, the water seepage prevention layer is a PE seepage prevention film.

Preferably, the weight member is bagged soil, and the bagged soil is stacked in the cavity.

Preferably, the bagged soil is stacked above the top of the water retaining body, and the bagged soil above the top of the water retaining body is stacked according to a slope ratio of 1: 1.

Preferably, the cross section of the water baffle is in a square ring shape or a triangular ring shape.

A method for constructing an assembled weir suitable for a rock foundation, which is characterized in that the method is used for constructing the assembled weir suitable for the rock foundation, and comprises the following steps:

after the position of an upper foundation pit on a side slope of a river channel is locally excavated, excavating a foundation bed on a rock stratum;

hoisting and installing the water retaining body;

paving anti-seepage layers in the foundation bed and the water retaining body;

and stacking the balance weight pieces.

On the basis of the common knowledge in the field, the above preferred conditions can be combined randomly to obtain the preferred embodiments of the invention.

The positive progress effects of the invention are as follows: the assembled cofferdam applicable to the rock foundation provided by the invention is applicable to a rock foundation river channel by arranging the counterweight in the water retaining body to form a gravity type structure. The fabricated cofferdam has the advantages of few construction procedures, simple construction process, low construction risk, small excavation workload, less construction material consumption, low construction cost, short construction period and the like.

Drawings

Fig. 1 is a schematic plan view of an assembled weir for a rock foundation according to a preferred embodiment of the present invention.

Fig. 2 is a schematic cross-sectional view of an assembled weir for a rock foundation according to a preferred embodiment of the invention.

Fig. 3 is a schematic longitudinal section of an assembled weir for a rock foundation according to a preferred embodiment of the invention.

FIG. 4 is a perspective view of a water deflector in an assembled weir for a rock foundation in accordance with a preferred embodiment of the present invention.

FIG. 5 is a schematic plan view of a water dam of square ring cross-sectional shape for use in an assembled weir for a rock foundation in accordance with a preferred embodiment of the present invention.

FIG. 6 is a plan view of another water deflector of square ring cross-sectional shape for use in an assembled weir for a rock foundation in accordance with a preferred embodiment of the present invention.

FIG. 7 is a schematic plan view of a triangular ring-shaped cross-sectional water dam for use in an assembled weir for a rock foundation in accordance with a preferred embodiment of the present invention.

Description of reference numerals:

bed 1

Water retaining body 2

Water guard plate 21

Abutting surface 211

Docking rib 212

Cavity 213

Connecting hole 214

Connecting piece 3

Sealing element 4

Bagged soil 5

Impermeable layer 6

Riverbed side slope 7

Foundation pit 8

Detailed Description

The present invention will be more clearly and completely described below by way of examples and with reference to the accompanying drawings, but the present invention is not limited thereto.

As shown in fig. 1 to 7, an assembled cofferdam suitable for rock-base, the assembled cofferdam includes manger plate body 2, a plurality of weight elements, manger plate body 2 or manger plate body 2 and river course side slope enclose into a top opening space sealed all around, manger plate body 2 encloses water and keeps off outside the space, manger plate body 2 and foundation bed 1 are sealed fixed, manger plate body 2 inside has cavity 213, the weight element is arranged in cavity 213.

The stability and the shock resistance of the water blocking body 2 are improved by disposing the weight member inside the cavity 213 of the water blocking body 2. The cofferdam with the structure can be suitable for the rock-based river channel. The fabricated cofferdam has the advantages of few construction procedures, simple construction process, low construction risk, small excavation workload, less construction material consumption, low construction cost, short construction period and the like.

Wherein, the weight member is bagged soil 5, and the bagged soil 5 is stacked in the cavity 213. The water baffle body 2 comprises a plurality of water baffles 21, a through cavity 213 is formed in the water baffle 21, and the plurality of water baffles 21 are sequentially connected to form the water baffle body 2. The breakwater 21 is a prefabricated forming part, reinforcing steel bars are arranged inside the side wall of the breakwater 21, and the reinforcing steel bars are poured inside concrete. The height of the splash plate 21 is determined according to the depth of water in a construction site, and the height of the splash plate 21 plus the bagged soil 5 is generally set to be at least 0.5 m higher than the water surface. Through setting up the breakwater 21 of prefabricated profiled reinforced concrete structure form externally, pile up bagged soil 5 in the cavity 213 that forms in the middle of breakwater 21, reduced the pile of bagged soil 5 on the one hand and built up the volume to improve the stability of the 5 bodies of bagged soil under water, guaranteed simultaneously that the cofferdam has better anti-skidding stability and anti-tilt stability.

Each water baffle 21 has at least two abutting surfaces 211, each abutting surface 211 is provided with at least two abutting ribs 212 protruding outwards, and the abutting ribs 212 extend from the bottom to the top of the water baffle 21. A plurality of connecting holes 214 are formed on the abutting surface 211 between the two abutting ribs 212. The assembled cofferdam applicable to the rock foundation provided by the embodiment further comprises a connecting piece 3, and two ends of the connecting piece 3 are fixedly connected with the connecting holes 214 on the two adjacent water baffles 21. In the embodiment, the connecting member 3 is a bolt, that is, the two water baffles 21 are connected by a bolt, and the bolt passes through the connecting hole 214 on the water baffle 21 and is fixed by a nut.

In this embodiment, the assembled weir for rock foundation further includes a sealing member 4, the sealing member 4 is disposed between the abutting surfaces 211 of the two water baffles 21, and the sealing member 4 extends from the bottom of the water baffles 21 to the top of the water baffles 21. The seal 4 is located between two abutment ribs 212. The abutting surfaces 211 of two adjacent water baffles 21 are oppositely arranged, the abutting ribs 212 on the two abutting surfaces 211 are opposite to each other, a space is defined by the abutting ribs 212 and the two opposite abutting surfaces 211, and the sealing element 4 is located in the space. In this embodiment, the sealing member 4 is a water-swellable rubber strip.

In order to enhance the water retaining function of the assembly type weir, the assembly type weir suitable for the rock foundation provided by the embodiment further comprises a water seepage prevention layer 6, and the water seepage prevention layer 6 is laid on the inner wall surfaces of the foundation bed 1 and the water retaining body 2. The water seepage-proof layer 6 is a PE seepage-proof film.

In order to further improve the water retaining height and stability of the cofferdam, the bagged soil 5 is stacked above the top of the water retaining body 2, and the bagged soil 5 above the top of the water retaining body 2 is stacked according to the slope ratio of 1: 1.

In the embodiment, the splash plate 21 is a prefabricated reinforced concrete hollow member, and the cross section of the splash plate 21 is a square ring or a triangular ring. When the cross-sectional shape of the water deflector 21 is a square ring shape, the abutting surfaces 211 are located in two forms, one is that the two abutting surfaces 211 are two opposite surfaces, that is, the two abutting surfaces 211 are parallel to each other, as shown in fig. 5; the other is two faces adjacent to the two abutting faces 211 as shown in fig. 6. When the cross-section of the splash plate 21 is a triangular ring shape, the abutting surface 211 is located on two adjacent surfaces of the splash plate 21, as shown in fig. 7. With the adoption of the structure form, the water retaining body 2 can be arranged into a large plane, and the angles of the corners of the water retaining body 2 can be set to be 60 degrees, 90 degrees and 120 degrees. As shown in fig. 1, when the water blocking body 2 needs to be arranged in a straight line on the vertical projection, the two water blocking plates 21 with the abutting surfaces 211 parallel to each other are sequentially connected; when the corner of the water retaining body 2 needs to be set to 90 degrees, the water retaining plate 21 with two abutting surfaces 211 as two adjacent surfaces needs to be arranged at the corner; when the angle of the corner of the water retaining body 2 needs to be set to 60 degrees, the corner of the water retaining body 2 needs to be connected with a water retaining plate 21 with a triangular cross section; when the angle of the corner of the water blocking body 2 needs to be set to 120 degrees, two water blocking plates 21 with triangular cross-sectional shapes need to be arranged at the corner of the water blocking body 2.

In this embodiment, the prefabricated reinforced concrete retaining plate may have a length, width and height of 2m × 2m × 3m, 2.5m × 2.5m × 3.5m, 2.5m × 2.5m × 4m, etc., a wall thickness of 0.2m and a weight of 10.8-18.4 t. The proper model can be selected according to different water retaining height requirements.

The construction method of the assembled cofferdam applicable to the rock foundation is characterized by being used for constructing the assembled cofferdam applicable to the rock foundation and comprising the following steps of:

firstly, determining the arrangement position of a cofferdam on a riverway side slope 7 according to the design requirements and the plane position of a drawing, determining the excavation range and elevation of the side slope on the basis of the arrangement position, and marking lines; and then, locally excavating the upper foundation pit 8 on the riverway side slope 7, reducing the elevation of the slope top and creating a construction interface. And excavating a machine tool meeting the design depth and width requirements on the rock stratum through a large-sized slot milling machine, and leveling the foundation bed 1. When the foundation bed 1 is leveled, it is preferable to set the bed 1 with a 1:20 slope.

Because the water baffle 21 in the form of reinforced concrete has relatively fixed specifications, the water baffle can be manufactured in a factory prefabrication mode, and after the prefabricated water baffle 21 meets the strength requirement, the water baffle can be transported to a construction site for hoisting. After the water baffles 21 of the fleet are lifted and positioned, the positions of the water baffles 21 are finely adjusted to accurate positions. A water-swelling rubber strip is placed between the two water baffles 21, then the placed water baffles 21 are connected through bolts, and the stress of the adjusting bolts is not too large. After the water retaining body 2 is connected, a PE impermeable film is laid in the cavity 213 of the water retaining plate 21, wherein the PE impermeable film needs to be laid within the range of 1m on the surface of the foundation bed 1 and the inner wall of the lower part of the water retaining plate 21, and the thickness of the impermeable film is 1.5 mm.

After the impermeable membrane is paved, the bagged soil 5 is stacked in the cavity 213 of the water baffle 21 from bottom to top to a set height, the top width of the whole weir body meets the design requirement, the bagged soil 5 is stacked in a staggered manner in the length direction of the cofferdam, and the bagged soil 5 higher than the top of the water baffle 21 is stacked according to a 1:1 side slope to form a gravity type structure. The bagged soil 5 is not allowed to be filled with garbage, corrosive substances and the like.

After the construction is finished, the assembled cofferdams are dismantled and recycled according to the reverse installation sequence, and all materials can be simply treated and then reused. In the engineering project with a large construction range, the construction flow rhythm can be reasonably arranged, and the occupation of assembled weir materials is reduced.

The assembled weir suitable for the rock-based that this embodiment provided, compact structure, wholeness and stability are good, and the atress is clear and definite, is convenient for carry out structural design. And the horizontal plane corner of the foundation can be set to 60 degrees, 90 degrees and 120 degrees to adapt to different construction requirements. Under the condition of normal water level and positive water retaining, a weir body formed by the reinforced concrete water baffle 21 and the bagged soil 5 commonly bears the water head pressure and the seepage-proofing function; under the condition of low water level, the stability of the cofferdam can be kept without external force. The cofferdam adopts a gravity type structure, and the standard prefabricated reinforced concrete water baffle 21 is filled with bagged soil 5 to form the cofferdam, so that the cofferdam can adapt to the construction conditions of a rock foundation and a river channel. The construction process is few, construction process is simple, the construction risk is low, the excavation work load is small, the construction material consumption is small, the construction cost is low, the width of the bedrock 1 meeting the stress requirement only needs to be excavated by adopting a groove milling machine on the bedrock, the excavation work load is small, the construction period is short, and the construction cost is low.

The assembled cofferdam suitable for batholith compares with 5 mound cofferdams of soil in bags, and the cofferdam that this embodiment provided has small characteristics, has avoided the construction difficult problem of big volume throwing and filling soil in bags 5 under water, has reduced functional influence such as to river course flood discharge, navigation, has practiced thrift construction cost. The cofferdam not only can be suitable for the rock foundation, but also can be more widely suitable for the soil foundation with higher bearing capacity. Compared with a steel sheet pile cofferdam, the cofferdam provided by the embodiment only needs to perform local excavation on the bank slope, pile pulling is not needed after the cofferdam is used, and the influence on the bank slope is small.

And the cofferdam that this embodiment provided adopts prefabricated reinforced concrete breakwater 21 to set up multiple fixed specification, can assemble to different size, height, can adapt to different manger plate flood peak requirements. The prefabricated reinforced concrete breakwaters 21, the bagged soil 5, the bolts and the like adopted by the cofferdam can be recycled and reused after construction, and in the engineering project with a large construction range, the construction flow rhythm can be reasonably arranged, the occupation of assembled cofferdam materials is reduced, and the use cost is reduced.

While specific embodiments of the invention have been described above, it will be understood by those skilled in the art that this is by way of illustration only, and that the scope of the invention is defined by the appended claims. Various changes and modifications to these embodiments may be made by those skilled in the art without departing from the spirit and scope of the invention, and these changes and modifications are within the scope of the invention.