CN211266407U - System for protecting cable - Google Patents
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- CN211266407U CN211266407U CN201922487375.6U CN201922487375U CN211266407U CN 211266407 U CN211266407 U CN 211266407U CN 201922487375 U CN201922487375 U CN 201922487375U CN 211266407 U CN211266407 U CN 211266407U
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Abstract
The utility model discloses a system for protecting cable, including cable duct, a plurality of horizontal shaped steel, subway foundation ditch, a plurality of concrete coupling beam stand, at least two concrete coupling beams, a plurality of hat roof beam and a plurality of reinforcement base, the subway foundation ditch includes subway foundation ditch main part, subway foundation ditch diaphragm wall and subway foundation ditch bottom surface; a plurality of transverse section steels are arranged below the cable pipe trench, and two ends of each transverse section steel are respectively connected with the concrete connecting beam; the top end of the concrete connecting beam upright post is connected with the concrete connecting beam, and the bottom end of the concrete connecting beam upright post extends to the position below the bottom surface of the subway foundation pit; the concrete coupling beam is erected above the subway foundation pit continuous wall, the subway foundation pit continuous wall is connected with two ends of the crown beam, and the reinforcing bases are respectively arranged on the outer side of the subway foundation pit continuous wall and support two ends of the concrete coupling beam.
Description
Technical Field
The utility model relates to a cable changes the field, more specifically relates to a system of protection cable.
Background
With the acceleration of urbanization in China, ground traffic cannot adapt to the increasing traffic demand generated by the existing economic activities and people's lives, the traffic problem is serious day by day, and urban rail traffic has the characteristics of quickness, safety, large capacity and the like, so that a large number of dense crowds can be dismissed in time, and the urban rail traffic can be developed vigorously due to the fact that the accessibility of the urban rail traffic to areas along the line is greatly improved.
The existing power pipeline forms a power network, the power cable is in four directions and reaches eight directions, urban rail transit is developed, conflicts with the existing power pipeline are certain, and the existing power pipeline needs to be moved and modified. However, in actual construction, a situation that a cable or a power pipeline cannot be moved and changed may be encountered, and how to smoothly perform subway construction without damaging the cable under the situation is a problem to be solved urgently.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming above-mentioned prior art's at least one defect, provide a method and system of protection cable for solve when the subway foundation ditch excavation and the problem that sets up of cable and produce the conflict, be used for at subway foundation ditch excavation in-process protection cable.
A method of protecting a cable, the steps comprising:
s1: measuring and positioning a cable pipe trench before excavation of a subway foundation pit, and excavating a soil body above the cable pipe trench;
s2: constructing foundation pit continuous walls at two ends of the cable pipe trench respectively and reinforcing the outer sides of the foundation pit continuous walls;
s3: constructing concrete connecting beam upright columns on two sides of the cable pipe trench along the length direction of the cable pipe trench;
s4: respectively excavating grooves on two sides of the cable pipe trench along the arrangement direction of the concrete connecting beam upright posts, and arranging concrete reinforcing steel bars on one side of the grooves far away from the cable pipe trench;
s5: selecting one side surface of the subway foundation pit, excavating the soil body below the cable pipe trench in sections step by step along the length direction of the cable pipe trench, erecting transverse section steel below the part of the cable pipe trench corresponding to each section after the excavation of the soil body below the cable pipe trench of each section is finished, and excavating the soil body below the cable pipe trench of the next section after the transverse section steel and the concrete reinforcement are welded and fixed until the other side surface of the subway foundation pit is excavated;
s6: pouring the concrete reinforcing steel bars, and forming concrete connecting beams on two sides of the cable duct; constructing a crown beam below the concrete coupling beam;
s7: and excavating the soil below the crown beam in sections step by step vertically downwards below the crown beam to form the subway foundation pit, reinforcing each foundation pit continuous wall by adopting perforated pipe grouting while excavating, and excavating the soil below the crown beam of the next section after reinforcing the foundation pit continuous wall respectively after the excavation of the soil below the crown beam of each section is finished until the soil below the subway foundation pit is excavated.
Before the subway foundation pit is excavated, measuring and positioning the cable pipe trench, and excavating the soil body above the cable pipe trench after comprehensively considering various factors between the cable pipe trench and the excavation position of the subway foundation pit; after the soil body is excavated, constructing foundation pit continuous walls at two ends of the cable pipe trench, wherein the foundation pit continuous walls are continuous walls of the subway foundation pit, the outer side of the foundation pit continuous walls is reinforced, and the continuous walls at two sides are important foundations for excavation and construction of the subway foundation pit; after the foundation pit continuous wall is reinforced, concrete connecting beam upright columns are arranged on two sides of the cable pipe trench along the length direction of the cable pipe trench, grooves are respectively dug on two sides of the cable pipe trench along the arrangement direction of the concrete connecting beam upright columns, concrete steel bars are arranged on one sides of the grooves far away from the cable pipe trench, the concrete steel bars are used for fixing the cable pipe trench when soil mass below the cable pipe trench is further dug, and the concrete connecting beam upright columns are used for supporting later-stage poured concrete connecting beams and the cable pipe trench;
selecting one side face of a subway foundation pit, excavating the soil body below the cable pipe trench in sections step by step along the length direction of the cable pipe trench, erecting transverse profile steel below the part, corresponding to each section, of the cable pipe trench after the excavation of the soil body below the cable pipe trench of each section is completed, fixing the cable pipe trench below the cable pipe trench by utilizing the transverse profile steel, fixing the transverse profile steel and the concrete steel bars by welding, fixing the cable pipe trench and the concrete steel bars by the transverse profile steel, excavating the soil body below the cable pipe trench of the next section after the welding and the fixing, repeating the steps until the soil body below the cable pipe trench is excavated, namely, the soil body below the subway foundation pit is excavated to the other side face of the subway foundation pit, and finishing the fixing of the cable pipe trench in the subway foundation pit.
The concrete reinforcing steel bars are poured, concrete connecting beams are formed on two sides of the cable pipe trench and are used for fixing the cable pipe trench on two sides of the cable pipe trench, constructing a crown beam below the concrete coupling beam, wherein the crown beam is a necessary part for subway construction and cable protection, constructing the crown beam to support a cable pipe trench and the concrete coupling beam, then vertically excavating a soil body below the crown beam downwards in sections step by step to gradually form a subway foundation pit, and further reinforcing the foundation pit continuous wall by adopting floral tube grouting during excavation, when the excavation of the soil body below the top beam at each stage is finished, after the continuous wall of each foundation pit is respectively reinforced, the soil body below the top beam of the next segment is excavated, the continuous wall of the foundation pit which is continuously formed is further reinforced, and the condition that the soil body inclines in the downward excavation process is prevented. And finally, excavating to the bottom surface of the planned subway foundation pit to form the subway foundation pit.
The method is suitable for the situation that conflict is generated between subway construction and cable arrangement, and particularly under the situation that the conflict is not practical by moving and changing the cable, the cable is protected in the excavation process of the subway foundation pit, and the excavation construction of the subway foundation pit is completed while the cable is protected in a mode of low cost, short construction period and low engineering difficulty.
Further, the concrete process of "measuring and positioning the cable pipe trench before excavation of the subway foundation pit" in the step S1 is as follows: before the excavation of the subway foundation pit, calculating and positioning the tunnel direction of the subway excavation, measuring and positioning the cable pipe trench, and measuring the included angle between the cable pipe trench and the tunnel direction, wherein the included angle ranges from 120 degrees to 150 degrees.
When the included angle between the cable pipe trench and the tunnel direction of subway excavation is between 120 degrees and 150 degrees, the method is adopted to protect the cable more effectively, so that before the method is planned to be adopted to protect the cable, the cable pipe trench needs to be measured and positioned, and compared with the tunnel direction of subway planned excavation, if the included angle between the cable pipe trench and the tunnel direction is between 120 degrees and 150 degrees, the method is adopted to protect the cable.
Further, the specific process of "selecting one side of the subway foundation pit and excavating the soil below the cable pipe trench in sections and stages along the length direction of the cable pipe trench" in the step S5 includes: and selecting one side surface of the subway foundation pit, excavating the soil body below the cable pipe trench step by step in sections along the length direction of the cable pipe trench, wherein the excavation step by step in sections adopts a unit equidistant step by step excavation mode, and the unit excavation length is as follows.
The method comprises the following steps of excavating the soil body below the cable duct trench in sections along the length direction of the cable duct trench, wherein the excavation in sections adopts a unit equidistant gradual excavation mode, the unit excavation length is that, because the cable duct trench is firstly excavated part of the soil body below and then is fixed by utilizing transverse section steel, the firstly excavated part cannot be too much, after the excavated length is calculated in advance, the soil body below the cable duct trench is excavated by adopting the unit equidistant gradual excavation mode, and the process of protecting the cable is more efficient and ensures the safety.
Further, the concrete process of "constructing a crown beam under the concrete coupling beam" in step S6 is as follows:
d1: calculating the position of a positioning crown beam in the foundation pit, and adopting pre-buried sleeve valve pipe tracking grouting at the part, corresponding to the position of the crown beam, of the foundation pit continuous wall;
d2: further excavating the soil below the cable duct to the position of the crown beam which meets the calculation and positioning in the step D1;
d3: sleeve valve pipes are pre-embedded in the part, corresponding to the bottom of the crown beam, of the foundation pit continuous wall for tracking grouting, and the sleeve valve pipes are ensured to fill a reinforcing blind area of the foundation pit continuous wall with the grouted slurry;
d4: and binding a crown beam steel bar at the position of the crown beam, and then pouring crown beam concrete to form the crown beam.
The method comprises the following steps that a crown beam is an important part of subway construction and cable protection, and the concrete process of constructing the crown beam below a concrete coupling beam is that the position of the crown beam is calculated and positioned according to the bearing capacity of the crown beam and the position distribution of a subway foundation pit, reinforcement treatment is carried out on a foundation pit continuous wall corresponding to the position where the crown beam is arranged in advance, and reinforcement is carried out by a method of pre-embedding sleeve valve pipes and tracking grouting generally; and further excavating the soil body below the cable pipe trench to a position which meets the requirement of the top beam to be arranged, reinforcing the foundation pit continuous wall corresponding to the position, close to the bottom, of the top beam by a method of tracking and grouting the pre-embedded sleeve valve pipes, and ensuring that the grouting slurry of the pre-embedded sleeve valve pipes is filled in a reinforcing blind area of the foundation pit continuous wall to ensure that the foundation pit continuous wall is firmer.
And binding crown beam reinforcing steel bars at the position of the excavated crown beam after the corresponding reinforcement treatment is finished, and then pouring crown beam concrete to form the crown beam.
Further, in step S6, the concrete coupling beam and the crown beam are cast at the same time, two ends of the concrete coupling beam are located above the crown beam, and the concrete coupling beam and the crown beam both play a role in protecting and fixing the cable, so that a better fixing effect can be achieved by casting at the same time.
Further, the specific process of "respectively performing reinforcement treatment on each of the foundation pit continuous walls" in step S7 is as follows: and erecting profile steel and vertical connecting bars on each continuous wall of the foundation pit, hanging a net, spraying fine aggregate concrete, and reinforcing by adopting perforated pipe grouting.
Further, in step S7, the concrete process of "vertically excavating the soil below the crown beam in sections step by step below the crown beam to form the subway foundation pit, and reinforcing each foundation pit continuous wall by slip casting with perforated pipes while excavating" includes: and excavating the soil below the crown beam vertically downwards in sections step by step to form the subway foundation pit, reinforcing each foundation pit continuous wall by adopting perforated pipe grouting while excavating, and excavating in sections step by step in a unit equidistant and step by step mode, wherein the unit excavating length is lambda.
The underground foundation pit is formed by excavating the soil below the crown beam vertically downwards in sections step by step, the excavation in sections adopts a unit equidistant gradual excavation mode, the unit excavation length is lambda, the underground foundation pit is subjected to reinforcement treatment after excavating part of soil in advance, so that the excavated part cannot be excessive, after the excavation length lambda is calculated in advance, the underground foundation pit is excavated vertically downwards below the crown beam in a unit equidistant gradual excavation mode, and the process of excavating the foundation pit is more efficient and ensures the safety.
Further, the specific process of step S3 is: calculating and positioning the positions of the concrete connecting beam columns on the two sides of the cable duct: in the direction vertical to the length direction of the cable pipe trench, the positions of the concrete coupling beam upright columns on the two sides of the cable pipe trench are not overlapped; and constructing the concrete connecting beam upright column along the length direction of the cable pipe trench according to the calculated and positioned position of the concrete connecting beam upright column.
The concrete coupling beam upright columns on two sides of the cable duct are used for supporting the concrete coupling beam and the cable duct, the position of the concrete coupling beam upright column is firstly calculated and positioned in the construction process, and the concrete coupling beam upright column is not overlapped in the direction perpendicular to the length direction of the cable duct, so that the stress distribution is more uniform, and the supporting effect is better. And after the position of the concrete connecting beam upright is determined, constructing the concrete connecting beam upright in the length direction of the cable duct.
Further, the reinforcement processing in step S2 adopts a manner of MJS jet grouting pile water stop reinforcement. The water-stopping reinforcement of the MJS jet grouting pile is a common reinforcement mode, and is generally divided into three types, namely vertical, inclined and horizontal.
A system for protecting cables comprises a cable pipe trench, a plurality of transverse section steels, a subway foundation pit, a plurality of concrete coupling beam stand columns, at least two concrete coupling beams, a plurality of crown beams and a plurality of reinforcing bases, wherein the subway foundation pit comprises a subway foundation pit main body, a subway foundation pit continuous wall and a subway foundation pit bottom surface; a plurality of transverse section steels are arranged below the cable pipe trench, and two ends of each transverse section steel are respectively connected with the concrete connecting beam; the top end of the concrete connecting beam upright post is connected with the concrete connecting beam, and the bottom end of the concrete connecting beam upright post extends to the position below the bottom surface of the subway foundation pit; the concrete coupling beam is erected above the subway foundation pit continuous wall, the subway foundation pit continuous wall is connected with two ends of the crown beam, and the reinforcing bases are respectively arranged on the outer side of the subway foundation pit continuous wall and support two ends of the concrete coupling beam.
A plurality of transverse section steels are arranged below the cable pipe trench, two ends of each transverse section steel are respectively connected with the concrete connecting beam, and the transverse section steels are connected with the concrete connecting beam to fix and protect the cable pipe trench; the top end of the concrete connecting beam upright post is connected with the concrete connecting beam, and the bottom end of the concrete connecting beam upright post extends to the position below the bottom surface of the subway foundation pit and is used for supporting the concrete connecting beam so as to support and protect the cable pipe trench; the concrete coupling beam is erected on the continuous wall of the subway foundation pit, the concrete coupling beam is erected above the continuous wall of the subway foundation pit, the continuous wall of the subway foundation pit is connected with two ends of the crown beam, and the reinforcing bases are respectively arranged on the outer side of the continuous wall of the subway foundation pit and support two ends of the concrete coupling beam.
The utility model provides a system is applicable to the condition that the setting of subway construction and cable produced the conflict, especially when changing the cable through the removal and avoid this kind of conflict under the unrealistic condition, the utility model provides a system makes the cable obtain the protection at the in-process that the subway foundation ditch excavated to the excavation construction of subway foundation ditch has been accomplished in the protection cable to the mode that the cost is lower, the time limit for a project is shorter, the engineering degree of difficulty is lower.
Further, the transverse section steels arranged below the cable duct are distributed at equal intervals; and the distance between the transverse section steels is equal to that below the cable duct. The stress of the transverse profile steel distributed at equal intervals is more uniform, the effect of supporting, fixing and protecting the cable pipe trench is better, and the calculated optimal distance is obtained.
The subway foundation pit continuous wall is characterized by further comprising a plurality of steel floral tubes, wherein a plurality of section steels are arranged in the subway foundation pit continuous wall, and the section steels are distributed in the subway foundation pit continuous wall in parallel at equal intervals; in the subway foundation pit continuous wall, the distance between the section steels is lambda; the steel perforated pipe and the section steel arranged in the subway foundation pit continuous wall are in one-to-one connection relation, and the steel perforated pipe penetrates through the subway foundation pit continuous wall and extends into the reinforcing base.
The subway foundation pit continuous wall is internally provided with a plurality of profile steel to reinforce the subway foundation pit wall and prevent the soil body from pouring, the profile steel is distributed in the subway foundation pit continuous wall in parallel and at equal intervals, the subway foundation pit wall is uniformly reinforced, each profile steel is connected with the steel floral tube, the steel floral tube penetrates through the subway foundation pit continuous wall and extends into the reinforcing base, and the subway foundation pit continuous wall is connected with the reinforcing base through the profile steel and the steel floral tube, so that the strength of the soil body is increased.
Furthermore, the at least two concrete connecting beams at least comprise a first connecting beam and a second connecting beam, the concrete connecting beam upright column connected with the first connecting beam is a first connecting beam upright column, and the concrete connecting beam upright column connected with the second connecting beam is a second connecting beam upright column; in the direction perpendicular to the length direction of the cable duct, the position of the first coupling beam upright post is not coincident with the position of the second coupling beam upright post.
The concrete that cable trench both sides even roof beam stand is used for supporting concrete even roof beam and cable trench, two at least concrete even roof beams include first even roof beam and second even roof beam at least, the concrete that is connected with first roof beam even roof beam stand be first even roof beam stand, the concrete that is connected with the second even roof beam stand be second even roof beam stand, in the length direction's of perpendicular cable trench direction, the position that links the roof beam stand with the concrete that two concrete are linked the roof beam and are connected does not coincide, the purpose makes concrete even roof beam stand when supporting corresponding concrete even roof beam and cable trench, distribution of atress is more even, the support effect of linking the roof beam stand is better.
Further, the reinforcing base is arranged on the outer side of the portion, corresponding to the two ends of the concrete connecting beam, of the subway foundation pit continuous wall.
And furthermore, the underground railway foundation pit continuous wall structure further comprises a plurality of embedded grouting sleeve valve pipes, wherein the embedded grouting sleeve valve pipes are arranged inside the part of the underground railway foundation pit continuous wall connected with the two ends of the crown beam.
Further, the steel perforated pipe penetrates through the continuous wall of the subway foundation pit and extends into the reinforcing base at a certain specific angle within the angle range of 25-45 degrees.
Further, the reinforcing base is composed of 8-12 inclined MJS water-stopping reinforcing jet grouting piles and 4-6 vertical MJS water-stopping reinforcing jet grouting piles.
Compared with the prior art, the beneficial effects of the utility model are that: when the subway construction conflicts with the cable arrangement, if the cable cannot be moved and changed, the method and the system can effectively protect the cable in the excavation process of the subway foundation pit, and the excavation construction of the subway foundation pit is completed while the cable is protected in a mode of low cost, short construction period and low engineering difficulty.
Drawings
Fig. 1 is a schematic overall flow chart of a method for protecting a cable according to embodiment 1 of the present invention.
Fig. 2 is a schematic cross-sectional view of a system for protecting a cable according to embodiment 2 of the present invention.
Fig. 3 is another schematic cross-sectional view of a system for protecting a cable according to embodiment 2 of the present invention.
Detailed Description
The drawings of the present invention are for illustration purposes only and are not to be construed as limiting the invention. For a better understanding of the following embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
Example 1
As shown in fig. 1, the present embodiment is a method for protecting a cable, comprising the steps of:
s1: measuring and positioning a cable pipe trench before excavation of a subway foundation pit, and excavating a soil body above the cable pipe trench;
s2: constructing foundation pit continuous walls at two ends of the cable pipe trench respectively and reinforcing the outer sides of the foundation pit continuous walls;
s3: constructing concrete connecting beam upright columns on two sides of the cable pipe trench along the length direction of the cable pipe trench;
s4: respectively excavating grooves on two sides of the cable pipe trench along the arrangement direction of the concrete connecting beam upright posts, and arranging concrete reinforcing steel bars on one side of the grooves far away from the cable pipe trench;
s5: selecting one side surface of the subway foundation pit, excavating the soil body below the cable pipe trench in sections step by step along the length direction of the cable pipe trench, erecting transverse section steel below the part of the cable pipe trench corresponding to each section after the excavation of the soil body below the cable pipe trench of each section is finished, and excavating the soil body below the cable pipe trench of the next section after the transverse section steel and the concrete reinforcement are welded and fixed until the other side surface of the subway foundation pit is excavated;
s6: pouring the concrete reinforcing steel bars, and forming concrete connecting beams on two sides of the cable duct; constructing a crown beam below the concrete coupling beam;
s7: and excavating the soil below the crown beam in sections step by step vertically downwards below the crown beam to form the subway foundation pit, reinforcing each foundation pit continuous wall by adopting perforated pipe grouting while excavating, and excavating the soil below the crown beam of the next section after reinforcing the foundation pit continuous wall respectively after the excavation of the soil below the crown beam of each section is finished until the soil below the subway foundation pit is excavated.
Before the subway foundation pit is excavated, measuring and positioning the cable pipe trench, and excavating the soil body above the cable pipe trench after comprehensively considering various factors between the cable pipe trench and the excavation position of the subway foundation pit; after the soil body is excavated, constructing foundation pit continuous walls at two ends of the cable pipe trench, wherein the foundation pit continuous walls are continuous walls of the subway foundation pit, the outer side of the foundation pit continuous walls is reinforced, and the continuous walls at two sides are important foundations for excavation and construction of the subway foundation pit; after the foundation pit continuous wall is reinforced, concrete connecting beam upright columns are arranged on two sides of the cable pipe trench along the length direction of the cable pipe trench, grooves are respectively dug on two sides of the cable pipe trench along the arrangement direction of the concrete connecting beam upright columns, concrete steel bars are arranged on one sides of the grooves far away from the cable pipe trench, the concrete steel bars are used for fixing the cable pipe trench when soil mass below the cable pipe trench is further dug, and the concrete connecting beam upright columns are used for supporting later-stage poured concrete connecting beams and the cable pipe trench;
selecting one side face of a subway foundation pit, excavating the soil body below the cable pipe trench in sections step by step along the length direction of the cable pipe trench, erecting transverse profile steel below the part, corresponding to each section, of the cable pipe trench after the excavation of the soil body below the cable pipe trench of each section is completed, fixing the cable pipe trench below the cable pipe trench by utilizing the transverse profile steel, fixing the transverse profile steel and the concrete steel bars by welding, fixing the cable pipe trench and the concrete steel bars by the transverse profile steel, excavating the soil body below the cable pipe trench of the next section after the welding and the fixing, repeating the steps until the soil body below the cable pipe trench is excavated, namely, the soil body below the subway foundation pit is excavated to the other side face of the subway foundation pit, and finishing the fixing of the cable pipe trench in the subway foundation pit.
The concrete reinforcing steel bars are poured, concrete connecting beams are formed on two sides of the cable pipe trench and are used for fixing the cable pipe trench on two sides of the cable pipe trench, constructing a crown beam below the concrete coupling beam, wherein the crown beam is a necessary part for subway construction and cable protection, constructing the crown beam to support a cable pipe trench and the concrete coupling beam, then vertically excavating a soil body below the crown beam downwards in sections step by step to gradually form a subway foundation pit, and further reinforcing the foundation pit continuous wall by adopting floral tube grouting during excavation, when the excavation of the soil body below the top beam at each stage is finished, after the continuous wall of each foundation pit is respectively reinforced, the soil body below the top beam of the next segment is excavated, the continuous wall of the foundation pit which is continuously formed is further reinforced, and the condition that the soil body inclines in the downward excavation process is prevented. And finally, excavating to the bottom surface of the planned subway foundation pit to form the subway foundation pit.
As a preferred scheme, the specific process of "measuring and positioning the cable pipe trench before excavation of the subway foundation pit" in step S1 is as follows: before the excavation of the subway foundation pit, calculating and positioning the tunnel direction of the subway excavation, measuring and positioning the cable pipe trench, and measuring the included angle between the cable pipe trench and the tunnel direction, wherein the included angle ranges from 120 degrees to 150 degrees.
When the included angle between the cable pipe trench and the tunnel direction of subway excavation is between 120 degrees and 150 degrees, the method is adopted to protect the cable more effectively, so that before the method is planned to be adopted to protect the cable, the cable pipe trench needs to be measured and positioned, and compared with the tunnel direction of subway planned excavation, if the included angle between the cable pipe trench and the tunnel direction is between 120 degrees and 150 degrees, the method is adopted to protect the cable.
As a preferred scheme, the specific process of "selecting one side surface of the subway foundation pit to begin, and gradually excavating the soil below the cable pipe trench in sections along the length direction of the cable pipe trench" in step S5 includes: and selecting one side surface of the subway foundation pit, excavating the soil body below the cable pipe trench step by step in sections along the length direction of the cable pipe trench, wherein the excavation step by step in sections adopts a unit equidistant step by step excavation mode, and the unit excavation length is as follows.
The method comprises the following steps of excavating the soil body below the cable duct trench in sections along the length direction of the cable duct trench, wherein the excavation in sections adopts a unit equidistant gradual excavation mode, the unit excavation length is that, because the cable duct trench is firstly excavated part of the soil body below and then is fixed by utilizing transverse section steel, the firstly excavated part cannot be too much, after the excavated length is calculated in advance, the soil body below the cable duct trench is excavated by adopting the unit equidistant gradual excavation mode, and the process of protecting the cable is more efficient and ensures the safety.
Preferably, the concrete process of "constructing a crown beam under the concrete coupling beam" in step S6 includes:
d1: calculating the position of a positioning crown beam in the foundation pit, and adopting pre-buried sleeve valve pipe tracking grouting at the part, corresponding to the position of the crown beam, of the foundation pit continuous wall;
d2: further excavating the soil below the cable duct to the position of the crown beam which meets the calculation and positioning in the step D1;
d3: sleeve valve pipes are pre-embedded in the part, corresponding to the bottom of the crown beam, of the foundation pit continuous wall for tracking grouting, and the sleeve valve pipes are ensured to fill a reinforcing blind area of the foundation pit continuous wall with the grouted slurry;
d4: and binding a crown beam steel bar at the position of the crown beam, and then pouring crown beam concrete to form the crown beam.
The method comprises the following steps that a crown beam is an important part of subway construction and cable protection, and the concrete process of constructing the crown beam below a concrete coupling beam is that the position of the crown beam is calculated and positioned according to the bearing capacity of the crown beam and the position distribution of a subway foundation pit, reinforcement treatment is carried out on a foundation pit continuous wall corresponding to the position where the crown beam is arranged in advance, and reinforcement is carried out by a method of pre-embedding sleeve valve pipes and tracking grouting generally; and further excavating the soil body below the cable pipe trench to a position which meets the requirement of the top beam to be arranged, reinforcing the foundation pit continuous wall corresponding to the position, close to the bottom, of the top beam by a method of tracking and grouting the pre-embedded sleeve valve pipes, and ensuring that the grouting slurry of the pre-embedded sleeve valve pipes is filled in a reinforcing blind area of the foundation pit continuous wall to ensure that the foundation pit continuous wall is firmer.
And binding crown beam reinforcing steel bars at the position of the excavated crown beam after the corresponding reinforcement treatment is finished, and then pouring crown beam concrete to form the crown beam.
Preferably, in step S6, the concrete coupling beam and the crown beam are cast at the same time, two ends of the concrete coupling beam are located above the crown beam, and the concrete coupling beam and the crown beam both play a role in protecting and fixing the cable, so that the cast at the same time can achieve a better fixing effect.
Preferably, the specific process of "respectively performing reinforcement treatment on each of the foundation pit continuous walls" in step S7 includes: and erecting profile steel and vertical connecting bars on each continuous wall of the foundation pit, hanging a net, spraying fine aggregate concrete, and reinforcing by adopting perforated pipe grouting.
As a preferred scheme, in step S7, the concrete process of "vertically excavating the soil below the crown beam in sections step by step below the crown beam to form the subway foundation pit, and reinforcing each foundation pit continuous wall by slip casting with perforated pipes while excavating" includes: and excavating the soil below the crown beam vertically downwards in sections step by step to form the subway foundation pit, reinforcing each foundation pit continuous wall by adopting perforated pipe grouting while excavating, and excavating in sections step by step in a unit equidistant and step by step mode, wherein the unit excavating length is lambda.
The underground foundation pit is formed by excavating the soil below the crown beam vertically downwards in sections step by step, the excavation in sections adopts a unit equidistant gradual excavation mode, the unit excavation length is lambda, the underground foundation pit is subjected to reinforcement treatment after excavating part of soil in advance, so that the excavated part cannot be excessive, after the excavation length lambda is calculated in advance, the underground foundation pit is excavated vertically downwards below the crown beam in a unit equidistant gradual excavation mode, and the process of excavating the foundation pit is more efficient and ensures the safety.
Preferably, the specific process of step S3 is: calculating and positioning the positions of the concrete connecting beam columns on the two sides of the cable duct: in the direction vertical to the length direction of the cable pipe trench, the positions of the concrete coupling beam upright columns on the two sides of the cable pipe trench are not overlapped; and constructing the concrete connecting beam upright column along the length direction of the cable pipe trench according to the calculated and positioned position of the concrete connecting beam upright column.
The concrete coupling beam upright columns on two sides of the cable duct are used for supporting the concrete coupling beam and the cable duct, the position of the concrete coupling beam upright column is firstly calculated and positioned in the construction process, and the concrete coupling beam upright column is not overlapped in the direction perpendicular to the length direction of the cable duct, so that the stress distribution is more uniform, and the supporting effect is better. And after the position of the concrete connecting beam upright is determined, constructing the concrete connecting beam upright in the length direction of the cable duct.
Preferably, the reinforcement processing in step S2 is performed by MJS jet grouting pile water-stop reinforcement. The water-stopping reinforcement of the MJS jet grouting pile is a common reinforcement mode, and is generally divided into three types, namely vertical, inclined and horizontal.
Example 2
The method of embodiment 1 is applicable to a system for protecting a cable provided in this embodiment, and in this embodiment, as shown in fig. 2 and 3, the system includes a cable pipe trench 1, a plurality of transverse section steels 2, a subway foundation pit, a plurality of concrete coupling beam columns 3, at least two concrete coupling beams 4, a plurality of crown beams 5, and a plurality of reinforcing bases 6, where the subway foundation pit includes a subway foundation pit main body, a subway foundation pit continuous wall 7, and a subway foundation pit bottom surface 8;
a plurality of transverse section steels 2 are arranged below the cable pipe trench 1, and two ends of each transverse section steel 2 are respectively connected with a concrete connecting beam 4; the top end of the concrete coupling beam upright post 3 is connected with the concrete coupling beam 4, and the bottom end of the concrete coupling beam upright post 3 extends to the lower part of the bottom surface 8 of the subway foundation pit; concrete coupling beam 4 erects in the top of subway foundation ditch diaphragm wall 7, and subway foundation ditch diaphragm wall 7 is connected with the both ends of guan liang 5, and reinforcement base 6 sets up the both ends that support concrete coupling beam 4 in the outside of subway foundation ditch diaphragm wall 7 respectively.
The transverse section steels 2 arranged below the cable pipe trench 1 are distributed at equal intervals; the distance between the transverse profiles 2 is below the cable trench 1. The stress of the transverse profile steel 2 distributed at equal intervals is more uniform, the effect of supporting, fixing and protecting the cable pipe trench is better, and the calculated optimal distance is obtained.
The subway foundation pit continuous wall structure is characterized by further comprising a plurality of steel perforated pipes 9, a plurality of section steels 10 are arranged in the subway foundation pit continuous wall 7, the section steels 10 are distributed in the subway foundation pit continuous wall 7 in parallel at equal intervals, and the distance between the section steels 10 is lambda; the steel perforated pipe 9 and the section steel 10 are connected in a one-to-one mode, and the steel perforated pipe 9 penetrates through the continuous wall 7 of the subway foundation pit and extends into the reinforcing base 6. The steel perforated pipe 9 penetrates through the continuous wall 7 of the subway foundation pit and extends into the reinforcing base 6 at a certain specific angle within the angle range of 25-45 degrees.
The concrete connecting beam 4 is divided into a first connecting beam and a second connecting beam, the concrete connecting beam upright column connected with the first connecting beam is a first connecting beam upright column, and the concrete connecting beam upright column connected with the second connecting beam is a second connecting beam upright column; in the direction perpendicular to the length direction of the cable duct 1, the position of the first coupling beam column does not coincide with the position of the second coupling beam column.
As shown in fig. 2, the reinforcing bases 6 are provided outside the portions of the underground pit diaphragm walls 7 corresponding to both ends of the concrete coupling beam 4.
As shown in fig. 2, the underground continuous wall structure further comprises a plurality of pre-embedded grouting sleeve valve pipes 11, and the plurality of pre-embedded grouting sleeve valve pipes 11 are arranged inside the part of the underground foundation pit continuous wall 7 connected with the two ends of the crown beam 5.
Preferably, the reinforcing base 6 is composed of 8-12 inclined MJS water-stopping reinforcing jet grouting piles and 4-6 vertical MJS water-stopping reinforcing jet grouting piles.
It is obvious that the above embodiments of the present invention are only examples for clearly illustrating the technical solutions of the present invention, and are not limitations to the specific embodiments of the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims (8)
1. A system for protecting cables is characterized by comprising a cable pipe trench, a plurality of transverse section steels, a subway foundation pit, a plurality of concrete coupling beam stand columns, at least two concrete coupling beams, a plurality of crown beams and a plurality of reinforcing bases, wherein the subway foundation pit comprises a subway foundation pit main body, a subway foundation pit continuous wall and a subway foundation pit bottom surface; a plurality of transverse section steels are arranged below the cable pipe trench, and two ends of each transverse section steel are respectively connected with the concrete connecting beam; the top end of the concrete connecting beam upright post is connected with the concrete connecting beam, and the bottom end of the concrete connecting beam upright post extends to the position below the bottom surface of the subway foundation pit; the concrete coupling beam is erected above the subway foundation pit continuous wall, the subway foundation pit continuous wall is connected with two ends of the crown beam, and the reinforcing bases are respectively arranged on the outer side of the subway foundation pit continuous wall and support two ends of the concrete coupling beam.
2. The cable protection system according to claim 1, wherein the transverse steel sections disposed below the cable trench are equally spaced; and the distance between the transverse section steels is equal to that below the cable duct.
3. The system for protecting cables as claimed in claim 2, further comprising a plurality of steel flower tubes, wherein a plurality of steel sections are arranged in the diaphragm wall of the subway foundation pit, and the steel sections are distributed in the diaphragm wall of the subway foundation pit in parallel and equidistantly; in the subway foundation pit continuous wall, the distance between the section steels is lambda; the steel perforated pipe and the section steel arranged in the subway foundation pit continuous wall are in one-to-one connection relation, and the steel perforated pipe penetrates through the subway foundation pit continuous wall and extends into the reinforcing base.
4. The system for protecting cables of claim 2, wherein at least two of said concrete coupling beams comprise at least a first coupling beam and a second coupling beam, said concrete coupling beam column connected to said first coupling beam being a first coupling beam column, said concrete coupling beam column connected to said second coupling beam being a second coupling beam column; in the direction perpendicular to the length direction of the cable duct, the position of the first coupling beam upright post is not coincident with the position of the second coupling beam upright post.
5. The system for protecting cables as claimed in claim 2, wherein the reinforcing base is provided at an outer side of a portion of the subway foundation pit continuous wall corresponding to both ends of the concrete coupling beam.
6. The cable protection system according to claim 2, further comprising a plurality of pre-embedded grouting sleeve valve pipes, wherein the pre-embedded grouting sleeve valve pipes are arranged inside the portion of the subway foundation pit continuous wall connected to the two ends of the crown beam.
7. The system for protecting cables as claimed in claim 3, wherein the steel perforated pipe passes through the underground pit diaphragm wall, and extends into the reinforcing base at a certain angle within an angle range of 25 ° to 45 °.
8. A system for protecting cables as claimed in any one of claims 1 to 7 wherein said reinforcing base is comprised of 8 to 12 inclined MJS water stop reinforced jet grouting piles and 4 to 6 vertical MJS water stop reinforced jet grouting piles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922487375.6U CN211266407U (en) | 2019-12-31 | 2019-12-31 | System for protecting cable |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922487375.6U CN211266407U (en) | 2019-12-31 | 2019-12-31 | System for protecting cable |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110994523A (en) * | 2019-12-31 | 2020-04-10 | 广东顺德电力设计院有限公司 | Method and system for protecting cable |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110994523A (en) * | 2019-12-31 | 2020-04-10 | 广东顺德电力设计院有限公司 | Method and system for protecting cable |
| CN110994523B (en) * | 2019-12-31 | 2021-09-17 | 广东顺德电力设计院有限公司 | Method and system for protecting cable |
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