CN216739638U - Dock corridor construction system - Google Patents
Dock corridor construction system Download PDFInfo
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- CN216739638U CN216739638U CN202220221896.6U CN202220221896U CN216739638U CN 216739638 U CN216739638 U CN 216739638U CN 202220221896 U CN202220221896 U CN 202220221896U CN 216739638 U CN216739638 U CN 216739638U
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Abstract
The utility model discloses a dock gallery construction system which comprises a plurality of dock gallery construction units, wherein the dock gallery construction units are uniformly distributed along the extension direction of a dock wall; the dock gallery construction unit comprises a dock gallery bottom die structure, a dock wall inner side suspension template structure and a gallery suspension side die structure; a dock gallery pouring cavity is defined by the dock gallery bottom die structure, the dock wall inner side suspension template structure and the gallery suspension side template structure. According to the utility model, by arranging the plurality of dock gallery construction units, the continuous pouring of the dock gallery structure can be realized, and the dock gallery construction units are integrated, so that the construction period of a single construction section is reduced, and the project cost is effectively saved; in addition, the bottom die structure of the dock gallery is of an integral structure and is arranged in the bottom die mounting cavity, so that the dock gallery can be mounted and fixed in the bottom die mounting cavity, the construction difficulty is reduced, the mounting and dismounting time is shortened, the transfer time is shortened, and the construction period is shortened.
Description
Technical Field
The utility model belongs to the technical field of dock construction, and particularly relates to a dock corridor construction system.
Background
In the process of building a dock, a gallery bottom plate, two side buttress walls, a dock wall and a bottom backfill layer form a semi-closed space with five closed surfaces and an opening on one surface above a fender below a dock gallery, the semi-closed space is narrow in area, equipment cannot be operated in an auxiliary mode, and installation and disassembly of a template are inconvenient; in addition, chamfers are arranged among the gallery bottom plate, the dock wall and the buttress wall, and when a conventional template is used for formwork support and formwork removal, the reinforcing difficulty is high, and time and labor are consumed. Therefore, a dock corridor construction system is provided.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a dock corridor construction system aiming at the defects in the prior art, the continuous pouring of the dock corridor structure can be realized by arranging a plurality of dock corridor construction units, the dock corridor construction units are integrated, the construction period of a single construction section is reduced, and the project cost is effectively saved; in addition, the dock gallery bottom die structure is of an integral structure and is installed in the bottom die installation cavity, so that the installation and the fixation of the dock gallery bottom die structure in the bottom die installation cavity can be realized, the construction difficulty is reduced, the installation and disassembly time is reduced, the transfer time is reduced, and the construction period is shortened.
In order to solve the technical problems, the utility model adopts the technical scheme that: a dock corridor construction system is characterized in that: the plurality of dock gallery construction units are uniformly distributed along the extension direction of the dock wall;
the dock gallery construction unit comprises a dock gallery bottom die structure which is vertically arranged in a bottom die installation cavity and is tightly attached to the outer side of a dock wall, a dock wall inner side suspended template structure which is vertically arranged on the inner side of the dock wall and is tightly attached to the inner side of the dock wall, and a gallery suspended side die structure which is vertically arranged on the outer side of the dock wall and is matched with the dock gallery bottom die structure and the dock wall inner side suspended template structure; the gallery suspended side mold structure is arranged at the top of the dock gallery bottom mold structure, and the gallery suspended side mold structure is arranged at one side of the dock gallery bottom mold structure, which is far away from the dock wall inner side suspended template structure; the dock gallery bottom die structure, the dock wall inner side suspension template structure and the gallery suspension side die structure enclose a dock gallery pouring cavity;
the dock gallery bottom die structure and the dock wall inner side suspended template structure are connected through a first pull rod assembly, the gallery suspended side die structure and the dock wall inner side suspended template structure are connected through a second pull rod assembly, and the gallery suspended side die structure and the dock gallery bottom die structure are connected through a third pull rod assembly;
the dock corridor bottom die structure comprises a bottom die plate assembly arranged in the bottom die mounting cavity, a supporting mechanism arranged in the bottom die plate assembly and used for supporting the bottom die plate assembly, and moving wheels arranged in the bottom die plate assembly and used for driving the bottom die plate assembly and the supporting mechanism to move;
the die block assembly comprises a horizontal setting, a die block unit and two symmetries at the top of the supporting mechanism are arranged and vertically arranged, a first side die unit and a vertical setting on two sides of the die block unit are arranged below the die block unit and are arranged close to the die block unit, a second side die unit is arranged on one side of the dock wall, the die block unit is connected with the first side die unit through a first connecting unit, and the die block unit is connected with the second side die unit through a second connecting unit.
The dock corridor construction system is characterized in that: the bottom die unit comprises a horizontally arranged bottom die plate, a plurality of bottom supporting beams horizontally arranged at the bottom of the bottom die plate and a plurality of bottom connecting beams which are horizontally arranged at the bottom of the bottom supporting beams and connected with the supporting components; the bottom support beams are uniformly distributed along the extension direction of the backfill layer, and the bottom connecting beams are vertical to the bottom support beams;
the first side formwork unit comprises a first side formwork which is vertically arranged and clings to a counterfort wall, a plurality of first side supporting beams which are vertically arranged on the inner side surface of the first side formwork and a plurality of first side connecting beams which are horizontally arranged on the inner side of the first side supporting beams, the first side supporting beams are uniformly distributed along the length direction of the first side formwork, and the first side connecting beams are uniformly distributed along the width direction of the first side formwork; the moving wheel is connected to the first side connecting beam at the lowest part through a wheel carrier;
the second side mould unit comprises a second side template which is vertically arranged and clings to the outer side of the dock wall, a plurality of second side supporting beams which are all vertically arranged on the inner side of the second side template, and a plurality of second side connecting beams which are all horizontally arranged on the inner side of the second side supporting beams.
Foretell dock corridor construction system, its characterized in that: the supporting mechanism comprises a plurality of supporting assemblies which are vertically arranged at the bottoms of the bottom connecting beams, and the number of the supporting assemblies is equal to that of the bottom connecting beams and corresponds to that of the bottom connecting beams one by one; the two supporting components connected in front and back are connected through a plurality of horizontal connecting pipes; the supporting component comprises a plurality of adjustable braces of equal vertical setting, vertical setting are in the vertical connecting piece and a plurality of horizontal setting at the top of the adjustable brace are two the adjustable brace between the first side connecting beams, the adjustable brace with the vertical connecting piece is connected through a fastener, the adjustable brace quantity and one the first side mould unit is provided with the same quantity and one-to-one correspondence of the first side connecting beams.
Foretell dock corridor construction system, its characterized in that: the first pull rod assembly comprises a plurality of first pull rods which are horizontally arranged between the hanging template structure on the inner side of the dock wall and the second side template unit in a penetrating mode, one end of each first pull rod is fixed on the second side connecting beam on one side through a nut, and the other end of each first pull rod is fixed on the connecting beam on the inner side of the dock wall through a nut;
the second pull rod assembly comprises a plurality of second pull rods which are horizontally arranged between the dock wall inner side suspended template structure and the gallery suspended side template structure in a penetrating mode, one end of each second pull rod is fixed on the gallery suspended connecting beam through a nut, and the other end of each second pull rod is fixed on the dock wall inner side connecting beam through a nut;
the third pull rod assembly comprises a plurality of equal levels and is arranged in a penetrating mode the suspended side die structure of the gallery and a third pull rod between the bottom connecting beams, one end of the third pull rod is fixed to the suspended connecting beams of the gallery through nuts, and the other end of the second pull rod is fixed to the outermost side of the bottom connecting beams through nuts.
The dock corridor construction system is characterized in that: the first connection unit comprises a first connection template obliquely arranged between the bottom template and the first side template, a first connection assembly connected between the bottom connection beam and the uppermost first side connection beam, and a first connection support beam obliquely arranged between the first connection template and the first connection assembly;
the first connecting assembly comprises a first connecting piece vertically arranged on the uppermost first side connecting beam, a second connecting piece horizontally arranged at the end part of the bottom connecting beam, and a third connecting beam obliquely connected between the first connecting piece and the second connecting piece; the first connecting support beam is obliquely arranged between the first connecting template and the third connecting beam.
The dock corridor construction system is characterized in that: the second connecting unit comprises a second connecting template obliquely arranged between the bottom template and the second side template, a second connecting assembly connected between the bottom connecting beam and the uppermost second side connecting beam, and a second connecting supporting beam obliquely arranged between the second connecting template and the second connecting assembly;
the second coupling assembling is including vertical setting uppermost third connecting piece and the slant on the second side tie-beam are connected fourth tie-beam between third connecting piece and the end tie-beam.
Foretell dock corridor construction system, its characterized in that: the hanging template structure on the inner side of the dock wall comprises a dock wall inner side template which is vertically arranged and is tightly attached to the inner side of the dock wall, a plurality of dock wall inner side connecting beams which are vertically arranged on the inner side of the dock wall, and a plurality of dock wall inner side supporting beams which are horizontally arranged between the dock wall inner side template and the dock wall inner side connecting beams.
The dock corridor construction system is characterized in that: the gallery suspended side die structure comprises a gallery suspended side die vertically arranged on the top surface of the bottom die plate, a plurality of gallery suspended connecting beams which are vertically arranged, and a plurality of gallery suspended supporting beams horizontally arranged between the gallery suspended side die and the gallery suspended connecting beams; the gallery suspended side die is arranged at the end part of the bottom die plate.
The dock corridor construction system is characterized in that: a bottom supporting mechanism is laid on the top surface of the backfill layer and comprises two groups of first supporting assemblies symmetrically arranged on the top surface of the backfill layer and a plurality of groups of second supporting assemblies arranged between the two groups of first supporting assemblies, the first supporting assemblies are arranged along the width direction of the bottom die mounting cavity, and the first supporting assemblies are arranged on one side, close to the buttress wall, of the bottom die mounting cavity; the first support assembly comprises a moving wheel support wood plate arranged along the width direction of the bottom die mounting cavity;
the second support assemblies are uniformly distributed along the length direction of the bottom die mounting cavity; the second supporting assembly comprises a supporting and supporting wood plate arranged along the width direction of the bottom die mounting cavity.
Foretell dock corridor construction system, its characterized in that: the adjustable counter stay comprises a counter stay rod which is horizontally arranged, an adjusting rod which is coaxially arranged with the counter stay rod, and an adjusting component which is horizontally arranged between the counter stay rod and the adjusting rod and is used for adjusting the distance between the counter stay rod and the adjusting rod, and an end part connecting piece is arranged at the end part of the counter stay rod, which is far away from the adjusting component; the adjusting assembly comprises a horizontal setting and is used for connecting the stay bar and an adjusting nut of the adjusting bar and a bolt arranged on the adjusting bar, and the adjusting bar is provided with a jack matched with the bolt.
Compared with the prior art, the utility model has the following advantages:
1. according to the utility model, the plurality of dock gallery construction units are arranged, so that the continuous pouring of the dock gallery structure can be realized, the dock gallery construction units are integrated, the construction period of a single construction section is reduced, and the project cost is effectively saved.
2. The dock corridor bottom die structure is of an integral structure and is arranged in the bottom die mounting cavity, so that the dock corridor bottom die structure can be mounted and fixed in the bottom die mounting cavity, the construction difficulty is reduced, the mounting and dismounting time is reduced, the transfer time is reduced, and the construction period is shortened.
3. In the bottom die structure of the dock gallery, the bottom die plate assembly can be supported and fixed through the supporting mechanism, and the position of the bottom die plate assembly can be adjusted and fixed according to the actual size of the bottom die installation cavity; meanwhile, the overall position of the dock gallery bottom die structure can be adjusted by combining the moving wheels, and the removal and installation of the dock gallery bottom die structure are facilitated.
4. According to the method, the overall position of the dock gallery bottom die structure in the bottom die mounting cavity can be adjusted by utilizing the moving wheels, the overall removal of the dock gallery bottom die structure is facilitated after the pouring of the dock gallery structure is completed, the mounting and dismounting time of the template is shortened, and the construction efficiency is improved.
In conclusion, the dock corridor structure can be continuously poured by arranging the plurality of dock corridor construction units, the dock corridor construction units are integrated, the construction period of a single construction section is reduced, and the project cost is effectively saved; in addition, the dock gallery bottom die structure is of an integral structure and is installed in the bottom die installation cavity, so that the installation and the fixation of the dock gallery bottom die structure in the bottom die installation cavity can be realized, the construction difficulty is reduced, the installation and disassembly time is reduced, the transfer time is reduced, and the construction period is shortened.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
Fig. 1 is a schematic structural view of a dock corridor construction unit according to the present invention.
Fig. 2 is a schematic view showing a positional relationship between the dock gallery construction unit and the structure of the dock gallery according to the present invention.
Fig. 3 is a schematic view of the position relationship between the dock gallery bottom mold structure and the dock gallery structure according to the present invention.
Fig. 4 is a schematic structural diagram of the adjustable counter support of the present invention.
Fig. 5 is a view of the use of the dock corridor structure of the present invention.
Description of reference numerals:
1-a dock wall; 2-buttress wall; 3-backfill layer;
4, supporting and supporting the wood board; 5, supporting the wood board by a movable wheel; 6, moving wheels;
7-second side stencil; 8, adjustable supporting; 9-a fastener;
10, adjustable counter bracing; 11-first side form; 12-bottom template;
13-a dock corridor structure; 14-bottom support beam; 15-bottom connecting beam;
16 — a first side support beam; 17-a first side connecting beam; 18-second side support beam;
19-second side connecting beam; 20-a first connecting template; 21 — a first connecting member;
22 — a second connector; 23-a third connecting beam; 24-a first connecting support beam;
25-square timber; 26-horizontal connecting pipe; 27-vertical connectors;
28-wheel carrier; 29-dock wall inside template; 30-connecting beams on the inner side of the dock wall;
31-supporting beams on the inner side of the dock wall; 32-hanging side die of gallery; 33-a gallery suspended connecting beam;
34-suspending a supporting beam in the gallery; 35-a first pull rod; 36-a nut;
37-second pull rod; 38-third pull rod; 39-bolt;
40-a second connecting template; 41-second connecting support beam; 42-a third link;
43 — a fourth connecting beam; 44-pair of support rods; 45-adjusting the rod;
45-1-jack; 46-an end connector; 47-adjusting the nut;
48-connecting pin.
Detailed Description
As shown in fig. 1 to 5, the present invention includes a plurality of dock gallery construction units uniformly arranged along an extending direction of a dock wall 1;
the dock gallery construction unit comprises a dock gallery bottom die structure which is vertically arranged in a bottom die installation cavity and is tightly attached to the outer side of a dock wall 1, a dock wall inner side suspension template structure which is vertically arranged on the inner side of the dock wall 1 and is tightly attached to the inner side of the dock wall 1, and a gallery suspension side die structure which is vertically arranged on the outer side of the dock wall 1 and is matched with the dock gallery bottom die structure and the dock wall inner side suspension template structure; the gallery suspension side die structure is arranged at the top of the dock gallery bottom die structure and is arranged at one side of the dock gallery bottom die structure, which is far away from the dock wall inner side suspension template structure; the dock gallery bottom die structure, the dock wall inner side suspension template structure and the gallery suspension side die structure enclose a dock gallery pouring cavity;
the dock gallery bottom die structure and the dock wall inner side suspended template structure are connected through a first pull rod assembly, the gallery suspended side die structure and the dock wall inner side suspended template structure are connected through a second pull rod assembly, and the gallery suspended side die structure and the dock gallery bottom die structure are connected through a third pull rod assembly;
the dock corridor bottom die structure comprises a bottom die plate assembly arranged in the bottom die mounting cavity, a supporting mechanism arranged in the bottom die plate assembly and used for supporting the bottom die plate assembly, and a moving wheel 6 arranged in the bottom die plate assembly and used for driving the bottom die plate assembly and the supporting mechanism to move;
the die block assembly comprises a horizontal setting, a die block unit and two symmetries at the top of the supporting mechanism are arranged and vertically arranged, a first side die unit and a vertical setting on two sides of the die block unit are arranged below the die block unit and are arranged close to the die block unit, a second side die unit is arranged on one side of the dock wall 1, the die block unit is connected with the first side die unit through a first connecting unit, and the die block unit is connected with the second side die unit through a second connecting unit.
In practical use, by arranging the plurality of dock gallery construction units, the continuous pouring of the dock gallery structure 13 can be realized, and the dock gallery construction units are integrated, so that the construction period of a single construction section is reduced, and the project cost is effectively saved.
The dock corridor bottom die structure is of an integral structure and is arranged in the bottom die mounting cavity, so that the dock corridor bottom die structure can be mounted and fixed in the bottom die mounting cavity, the construction difficulty is reduced, the mounting and dismounting time is reduced, the transfer time is reduced, and the construction period is shortened.
In the dock gallery bottom die structure, the bottom die plate assembly can be supported and fixed through the supporting mechanism, and the position of the bottom die plate assembly can be adjusted and fixed according to the actual size of the bottom die mounting cavity; meanwhile, the overall position of the dock gallery bottom die structure can be adjusted by combining the moving wheels 6, and the removal and installation of the dock gallery bottom die structure are facilitated.
The method has simple steps, the adjustment of the whole position of the dock gallery bottom die structure in the bottom die mounting cavity can be realized by utilizing the moving wheels 6, the integral removal of the dock gallery bottom die structure is convenient after the pouring of the dock gallery structure 13 is finished, the mounting and dismounting time of the template is shortened, and the construction efficiency is improved.
The dock wall 1, two buttress walls 2 which are vertically arranged and are arranged on one side of the dock wall 1, and a bottom die installation cavity which is formed by a backfill layer 3 horizontally arranged between the dock wall 1 and the two buttress walls 2 and used for installing the bottom die structure of the dock gallery.
In practical use, the moving wheels 6 are arranged on the first side connecting beams 17 at two sides, the moving wheels 6 are fixed on the first side connecting beam 17 at the lowest part, and when the height of the adjustable supporting bracket 8 is not adjusted, the moving wheels 6 can move on the moving wheel supporting wood plates 5 to realize the movement of the dock gallery bottom die structure; when the height of the dock corridor bottom die structure needs to be adjusted, the height of the adjustable supporting support 8 is increased, the height between the moving wheel 6 and the first side connecting beam 17 is unchanged, and the moving wheel 6 is lifted and cannot drive the removal of the dock corridor bottom die structure.
In particular, the templates that are in contact with the dock gallery structure 13 are cleaned, and a release agent is applied to facilitate smooth separation from the dock gallery structure 13 for the next use. The bottom die structure of the dock gallery is an integral structure, the integral transfer of the bottom die structure of the dock gallery can be realized through a crane in the using process, in order to realize the hoisting of the bottom die structure of the dock gallery, a reserved hole is formed in the top of the bottom die plate 12 and used for installing a hanging ring assembly, the hanging ring assembly comprises a hanging rod vertically penetrating through the bottom die unit, one end of the hanging rod is fixed on the top surface of the bottom die plate 12 through a mounting plate, the other end of the hanging rod is fixed on a bottom connecting beam 15 through a fixing seat, and a hanging ring is arranged on the top surface of the mounting plate; after dock corridor die block structure installation is accomplished, usable square timber and plywood carry out the shutoff to the preformed hole at top, usable steel pipe and fastener support the square timber and the plywood of shutoff.
Particularly, when the dock corridor structure 13 is poured by using the dock corridor construction system, a plurality of support rods can be obliquely arranged at two ends of the dock corridor structure 13 in order to ensure the stability of the dock corridor construction unit when the dock corridor construction unit is installed at the two ends of the dock corridor structure 13.
As shown in fig. 1, 2, 3 and 5, in the present embodiment, the bottom die unit includes a horizontally disposed bottom die plate 12, a plurality of bottom support beams 14 horizontally disposed at the bottom of the bottom die plate 12, and a plurality of bottom connecting beams 15 horizontally disposed at the bottom of the bottom support beams 14 and connected to the support assemblies; a plurality of the bottom support beams 14 are uniformly distributed along the extension direction of the backfill layer 3, and the bottom connecting beams 15 are vertical to the bottom support beams 14;
the first side formwork unit comprises a first side formwork 11 which is vertically arranged and clings to the buttress wall 2, a plurality of first side supporting beams 16 which are vertically arranged on the inner side surface of the first side formwork 11, and a plurality of first side connecting beams 17 which are horizontally arranged on the inner side of the first side supporting beams 16, wherein the plurality of first side supporting beams 16 are uniformly distributed along the length direction of the first side formwork 11, and the plurality of first side connecting beams 17 are uniformly distributed along the width direction of the first side formwork 11; the moving wheel 6 is connected to the first side connecting beam 17 at the lowest part through a wheel frame 28;
the second side formwork unit comprises a second side formwork 7 which is vertically arranged and clings to the outer side of the dock wall 1, a plurality of second side supporting beams 18 which are all vertically arranged on the inner side face of the second side formwork 7, and a plurality of second side connecting beams 19 which are all horizontally arranged on the inner side of the second side supporting beams 18, the second side supporting beams 18 are uniformly distributed along the length direction of the second side formwork 7, and the second side connecting beams 19 are uniformly distributed along the width direction of the second side formwork 7.
During the in-service use, the longitudinal section that the chamber was pour to dock corridor is the structure of falling L shape, end tie-beam 15 first side tie-beam 17, second side tie-beam 19 third tie-beam 23, fourth tie-beam 43 dock wall inboard tie-beam 30 and corridor unsettled tie-beam 33's structure is the same, end tie-beam 15 first side tie-beam 17 second side tie-beam 19 third tie-beam 23, fourth tie-beam 43 dock wall inboard tie-beam 30 and corridor unsettled tie-beam 33 all include the channel-section steel of two symmetry settings, two the channel-section steel is connected through a plurality of connecting blocks, and is a plurality of the connecting block is followed the length direction of channel-section steel is laid.
As shown in fig. 1, 2, 3 and 5, in the present embodiment, the supporting mechanism includes a plurality of supporting assemblies vertically disposed at the bottom of the bottom connecting beam 15, and the number of the supporting assemblies is equal to that of the bottom connecting beam 15 and corresponds to that of the bottom connecting beam 15; the two support assemblies connected in front and back are connected through a plurality of horizontal connecting pipes 26; the supporting component comprises a plurality of adjustable supporting brackets 8 which are vertically arranged, and is vertically arranged, the vertical connecting piece 27 and the plurality of levels at the top of each adjustable supporting bracket 8 are arranged in two, the adjustable supporting 10 is arranged between the first side connecting beams 17, the adjustable supporting 10 is arranged in the vertical connecting piece 27 through fasteners 9, the adjustable supporting 10 is arranged in the number of the adjustable supporting 10 and the number of the adjustable supporting 10 is equal to that of the first side connecting beams 17, and the number of the adjustable supporting 10 is one corresponding to that of the first side connecting beams 17.
During the in-service use, every dock corridor bottom die structure all installs corresponding in the bottom die installation cavity, the bottom die installation cavity is convenient for to the location of dock corridor bottom die structure mounted position. A plurality of horizontal connecting pipes 26 are uniformly distributed along the length direction of the adjustable diagonal brace 10, and the horizontal connecting pipes 26 are connected with the adjustable diagonal brace 10 through fasteners 9; one end of the vertical connecting piece 27 is arranged in the adjustable support 8, and the other end of the vertical connecting piece 27 extends into the bottom connecting beam 15 and is connected with the bottom connecting beam 15 through a connecting pin 48; the adjustable one end that props 10 sets up on the first side tie-beam 17 of one side, the adjustable other end that props 10 sets up on the first side tie-beam 17 of opposite side, adjustable prop 10 and first side tie-beam 17 through the bolt connection.
As shown in fig. 3, in this embodiment, the first pull rod assembly includes a plurality of first pull rods 35 horizontally penetrating between the hanging template structure on the inner side of the dock wall and the second side module unit, one end of each first pull rod 35 is fixed to the second side connecting beam 19 on one side through a nut 36, and the other end of each first pull rod 35 is fixed to the connecting beam 30 on the inner side of the dock wall through a nut 36;
the second pull rod assembly comprises a plurality of second pull rods 37 which are horizontally arranged between the dock wall inner side suspended template structure and the gallery suspended side template structure in a penetrating mode, one end of each second pull rod 37 is fixed on the gallery suspended connecting beam 33 through a nut 36, and the other end of each second pull rod 37 is fixed on the dock wall inner side connecting beam 30 through a nut 36;
the third pull rod assembly comprises a plurality of equal levels and is arranged in a penetrating mode the corridor suspension side die structure and a third pull rod 38 between the bottom connecting beams 15, one end of the third pull rod 38 is fixed on the corridor suspension connecting beam 33 through a nut 36, and the other end of the second pull rod 37 is fixed on the outermost side of the bottom connecting beam 15 through the nut 36.
As shown in fig. 3, one end of the first pull rod 35 is fixed to one of the second side connecting beams 19, and the other end of the first pull rod 35 horizontally penetrates through the second side module unit, the dock gallery pouring cavity, and the dock wall inner side suspended template structure in sequence and then is fixed to the dock wall inner side connecting beam 30 through a nut 36. One end of the second pull rod 37 is fixed on the gallery suspended connecting beam 33, and the other end of the second pull rod 37 horizontally penetrates through the gallery suspended side die structure, the dock gallery pouring cavity and the dock wall inner side suspended template structure in sequence and then is fixed on the dock wall inner side connecting beam 30 through a nut 36. One end of the third pull rod 38 is fixed on the gallery suspension connecting beam 33, and the other end of the third pull rod 38 horizontally penetrates through the gallery suspension connecting beam 33 and the bottom connecting beam 15 on the outermost side in sequence and then is fixed on the dock wall inner side connecting beam 30 through a nut 36.
As shown in fig. 1, 2 and 5, in the present embodiment, the first connection unit includes a first connection form 20 diagonally disposed between the bottom form 12 and the first side form 11, a first connection assembly connected between the bottom connection beam 15 and the uppermost first side connection beam 17, and first connection support beams 24 diagonally disposed between the first connection form 20 and the first connection assembly;
the first connecting assembly comprises a first connecting piece 21 vertically arranged on the uppermost first side connecting beam 17, a second connecting piece 22 horizontally arranged at the end part of the bottom connecting beam 15, and a third connecting beam 23 obliquely connected between the first connecting piece 21 and the second connecting piece 22; the first connection support beam 24 is diagonally disposed between the first connection form 20 and the third connection beam 23.
According to the utility model, the bottom die unit is connected with the first side die unit through a first connecting unit, and the bottom die unit is connected with the second side die unit through a second connecting unit; the first connecting unit and the second connecting unit are utilized to complete the construction of the chamfer, the construction difficulty is reduced, the safety is high, and the reinforcing difficulty is reduced. In actual use, in order to ensure the stability of the first connecting components, a plurality of square beams 25 are connected between all the first connecting components on the same side, and the length of each square beam 25 is equal to that of the bottom formwork 12.
As shown in fig. 3, in the present embodiment, the second connection unit includes a second connection form 40 diagonally disposed between the bottom form 12 and the second side form 7, a second connection assembly connected between the bottom connection beam 15 and the uppermost second side connection beam 19, and a second connection support beam 41 diagonally disposed between the second connection form 40 and the second connection assembly;
the second connecting assembly comprises a third connecting piece 42 vertically arranged on the uppermost second side connecting beam 19 and a fourth connecting beam 43 obliquely connected between the third connecting piece 42 and the bottom connecting beam 15.
During the in-service use, in order to guarantee second coupling assembling's stability wear to establish in the second coupling assembling and connect many square timbers 25, the length of square timbers 25 with the width of die block board 12 equals.
As shown in fig. 3, in this embodiment, the hanging template structure on the inner side of the dock wall includes a dock wall inner template 29 vertically arranged and tightly attached to the inner side of the dock wall 1, a plurality of dock wall inner connecting beams 30 vertically arranged on the inner side of the dock wall 1, and a plurality of dock wall inner supporting beams 31 horizontally arranged between the dock wall inner template 29 and the dock wall inner connecting beams 30.
In actual use, the docking wall inner side connecting beam 30 and the docking wall inner side supporting beam 31 mainly play a role: and realizing the fixation and installation of the position of the dock wall inner side template 29.
As shown in fig. 3, in this embodiment, the gallery suspended side mold structure includes a gallery suspended side mold 32 vertically disposed on the top surface of the bottom mold plate 12, a plurality of gallery suspended connecting beams 33 each vertically disposed, and a plurality of gallery suspended supporting beams 34 horizontally disposed between the gallery suspended side mold 32 and the gallery suspended connecting beams 33; the gallery suspended side die 32 is arranged at the end part of the bottom template 12.
In actual use, the main functions of the corridor suspended connecting beam 33 and the corridor suspended supporting beam 34 are as follows: the position of the gallery suspended side die 32 is fixed and installed.
As shown in fig. 2, 3 and 5, in this embodiment, a bottom support mechanism is laid on the top surface of the backfill layer 3, and the bottom support mechanism includes two groups of first support assemblies symmetrically arranged on the top surface of the backfill layer 3 and a plurality of groups of second support assemblies both arranged between the two groups of first support assemblies, the first support assemblies are arranged along the width direction of the bottom die mounting cavity, and the first support assemblies are arranged on one side of the bottom die mounting cavity close to the buttress wall 2; the first support assembly comprises a moving wheel support wood plate 5 arranged along the width direction of the bottom die mounting cavity;
the second support assemblies are uniformly distributed along the length direction of the bottom die mounting cavity; the second supporting assembly comprises a supporting and supporting wood plate 4 arranged along the width direction of the bottom die mounting cavity.
In practical use, the bottom support mechanism mainly functions to provide a support foundation, and the first support assembly mainly functions to facilitate installation of the adjustable support 8 and to position and support the foundation; the second support assembly is mainly used for providing a sliding track for the moving wheels 6 and providing a moving direction for the dock corridor bottom die structure.
As shown in fig. 4, in this embodiment, the adjustable pair brace 10 includes a pair brace rod 44 horizontally disposed, an adjusting rod 45 coaxially disposed with the pair brace rod 44, and an adjusting assembly horizontally disposed between the pair brace rod 44 and the adjusting rod 45 and used for adjusting the distance between the pair brace rod 44 and the adjusting rod 45, and an end portion of the pair brace rod 44 far away from the adjusting assembly is provided with an end portion connecting piece 46; the adjusting assembly comprises an adjusting nut 47 which is horizontally arranged and is used for connecting the pair of support rods 44 and the adjusting rod 45, and a plug pin 39 arranged on the adjusting rod 45, wherein a jack 45-1 matched with the plug pin 39 is arranged on the adjusting rod 45.
In practical use, the length of the adjustable counter support 10 can be adjusted by adjusting the position of the plug pin 39 inserted in the jack 45-1.
When the adjustable supporting device is used, the bottom supporting mechanism is laid on the top surface of the backfill layer 3, then the assembled dock gallery bottom die structure is hoisted to the bottom supporting mechanism, the height of the adjustable supporting support 8 is adjusted until the whole height of the dock gallery bottom die structure is equal to the design height of a dock gallery, and the fastener 9 is fixed; hoisting a template structure suspended on the inner side of the dock wall, and connecting the template structure suspended on the inner side of the dock wall with the bottom template structure of the dock gallery by using a plurality of groups of first pull rod assemblies; then hoisting a gallery suspended side mold structure, and connecting the dock wall inner side suspended template structure with the gallery suspended side mold structure by using a plurality of groups of second pull rod assemblies; connecting the gallery suspended side mold structure with the dock gallery bottom mold structure by using a plurality of groups of third pull rod assemblies; as shown in fig. 5, concrete is finally poured into the dock gallery pouring cavity to form a dock gallery structure 13, and after the concrete is solidified, the gallery suspended side mold structure, the dock wall inner side suspended template structure and the dock gallery bottom mold structure are removed.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (10)
1. A dock corridor construction system is characterized in that: the dock gallery construction units are uniformly distributed along the extension direction of the dock wall (1);
the dock gallery construction unit comprises a dock gallery bottom die structure which is vertically arranged in a bottom die installation cavity and is tightly attached to the outer side of a dock wall (1), a dock wall inner side suspended template structure which is vertically arranged on the inner side of the dock wall (1) and is tightly attached to the inner side of the dock wall (1), and a gallery suspended side die structure which is vertically arranged on the outer side of the dock wall (1) and is matched with the dock gallery bottom die structure and the dock wall inner side suspended template structure; the gallery suspended side mold structure is arranged at the top of the dock gallery bottom mold structure, and the gallery suspended side mold structure is arranged at one side of the dock gallery bottom mold structure, which is far away from the dock wall inner side suspended template structure; the dock gallery bottom die structure, the dock wall inner side suspension template structure and the gallery suspension side die structure enclose a dock gallery pouring cavity;
the dock gallery bottom die structure and the dock wall inner side suspended template structure are connected through a first pull rod assembly, the gallery suspended side die structure and the dock wall inner side suspended template structure are connected through a second pull rod assembly, and the gallery suspended side die structure and the dock gallery bottom die structure are connected through a third pull rod assembly;
the dock corridor bottom die structure comprises a bottom die plate assembly arranged in the bottom die mounting cavity, a supporting mechanism arranged in the bottom die plate assembly and used for supporting the bottom die plate assembly, and a moving wheel (6) arranged in the bottom die plate assembly and used for driving the bottom die plate assembly and the supporting mechanism to move;
the die block assembly comprises a horizontal setting, a die block unit and two symmetries at the top of the supporting mechanism are arranged and vertically arranged, a first side die unit and a vertical setting on two sides of the die block unit are arranged below the die block unit and are arranged close to the die block unit, a second side die unit is arranged on one side of the dock wall (1), the die block unit is connected with the first side die unit through a first connecting unit, and the die block unit is connected with the second side die unit through a second connecting unit.
2. A dock corridor construction system as claimed in claim 1, wherein: the bottom die unit comprises a horizontally arranged bottom die plate (12), a plurality of bottom supporting beams (14) horizontally arranged at the bottom of the bottom die plate (12), and a plurality of bottom connecting beams (15) which are horizontally arranged at the bottoms of the bottom supporting beams (14) and connected with the supporting components; the bottom supporting beams (14) are uniformly distributed along the extension direction of the backfill layer (3), and the bottom connecting beam (15) is vertical to the bottom supporting beams (14);
the first side formwork unit comprises a first side formwork (11) which is vertically arranged and clings to a buttress wall (2), a plurality of first side supporting beams (16) which are vertically arranged on the inner side surface of the first side formwork (11) and a plurality of first side connecting beams (17) which are horizontally arranged on the inner side of the first side supporting beams (16), the plurality of first side supporting beams (16) are uniformly distributed along the length direction of the first side formwork (11), and the plurality of first side connecting beams (17) are uniformly distributed along the width direction of the first side formwork (11); the moving wheel (6) is connected to the first side connecting beam (17) at the lowest part through a wheel carrier (28);
the second side formwork unit comprises a second side formwork (7) which is vertically arranged and clings to the outer side of the dock wall (1), a plurality of second side supporting beams (18) which are all vertically arranged on the inner side face of the second side formwork (7) and a plurality of second side connecting beams (19) which are all horizontally arranged on the inner side of the second side supporting beams (18), the second side supporting beams (18) are arranged in a plurality of positions, and the second side connecting beams (19) are arranged in a plurality of positions along the length direction of the second side formwork (7).
3. A dock corridor construction system as claimed in claim 2, wherein: the supporting mechanism comprises a plurality of supporting assemblies which are vertically arranged at the bottoms of the bottom connecting beams (15), and the number of the supporting assemblies is equal to that of the bottom connecting beams (15) and corresponds to that of the bottom connecting beams one by one; the two support assemblies which are connected in front and back are connected through a plurality of horizontal connecting pipes (26); the supporting component comprises a plurality of adjustable supporting brackets (8) which are vertically arranged, and is vertically arranged, the vertical connecting piece (27) at the top of each adjustable supporting bracket (8) and a plurality of horizontal levels are arranged in two adjustable supporting pairs (10) between the first side connecting beams (17), the adjustable supporting pairs (10) and the vertical connecting piece (27) are connected through a fastener (9), the adjustable supporting pairs (10) are arranged in quantity and one in the first side die unit, and the quantity of the first side connecting beams (17) is equal and corresponds to one another.
4. A dock corridor construction system as claimed in claim 3, wherein: the first pull rod assembly comprises a plurality of first pull rods (35) which are horizontally arranged between the hanging template structure on the inner side of the dock wall and the second side template unit in a penetrating mode, one ends of the first pull rods (35) are fixed on the second side connecting beam (19) on one side through nuts (36), and the other ends of the first pull rods (35) are fixed on the connecting beam (30) on the inner side of the dock wall through nuts (36);
the second pull rod assembly comprises a plurality of second pull rods (37) which are horizontally arranged between the dock wall inner side suspended template structure and the gallery suspended side template structure in a penetrating mode, one end of each second pull rod (37) is fixed on the gallery suspended connecting beam (33) through a nut (36), and the other end of each second pull rod (37) is fixed on the dock wall inner side connecting beam (30) through a nut (36);
the third pull rod assembly comprises a plurality of third pull rods (38) which are horizontally arranged in a penetrating mode and are arranged between the gallery suspension side die structure and the bottom connecting beams (15), one ends of the third pull rods (38) are fixed to the gallery suspension connecting beams (33) through nuts (36), and the other ends of the second pull rods (37) are fixed to the outermost sides of the bottom connecting beams (15) through nuts (36).
5. A dock corridor construction system as claimed in claim 2, wherein: the first connection unit includes a first connection form (20) obliquely disposed between the bottom form (12) and the first side form (11), a first connection assembly connected between the bottom connection beam (15) and the uppermost first side connection beam (17), and a first connection support beam (24) obliquely disposed between the first connection form (20) and the first connection assembly;
the first connecting assembly comprises a first connecting piece (21) vertically arranged on the uppermost first side connecting beam (17), a second connecting piece (22) horizontally arranged at the end part of the bottom connecting beam (15), and a third connecting beam (23) obliquely connected between the first connecting piece (21) and the second connecting piece (22); the first connecting support beam (24) is obliquely arranged between the first connecting template (20) and the third connecting beam (23).
6. A dock corridor construction system according to claim 5, wherein: the second connection unit includes a second connection form (40) diagonally disposed between the bottom form (12) and the second side form (7), a second connection assembly connected between the bottom connection beam (15) and the uppermost second side connection beam (19), and a second connection support beam (41) diagonally disposed between the second connection form (40) and the second connection assembly;
the second coupling assembling includes that vertical setting is in the top third connecting piece (42) on second side tie-beam (19) and slant are connected fourth tie-beam (43) between third connecting piece (42) and end tie-beam (15).
7. A dock corridor construction system as claimed in claim 1, wherein: the hanging template structure on the inner side of the dock wall comprises a dock wall inner side template (29) which is vertically arranged and is tightly attached to the inner side of the dock wall (1), a plurality of dock wall inner side connecting beams (30) which are vertically arranged on the inner side of the dock wall (1), and a plurality of dock wall inner side supporting beams (31) which are horizontally arranged between the dock wall inner side template (29) and the dock wall inner side connecting beams (30).
8. A dock corridor construction system according to claim 2, wherein: the gallery suspended side die structure comprises a gallery suspended side die (32) vertically arranged on the top surface of the bottom template (12), a plurality of gallery suspended connecting beams (33) vertically arranged, and a plurality of gallery suspended supporting beams (34) horizontally arranged between the gallery suspended side die (32) and the gallery suspended connecting beams (33); the gallery suspended side die (32) is arranged at the end part of the bottom template (12).
9. A dock corridor construction system as claimed in claim 2, wherein: a bottom supporting mechanism is laid on the top surface of the backfill layer (3), the bottom supporting mechanism comprises two groups of first supporting assemblies symmetrically arranged on the top surface of the backfill layer (3) and a plurality of groups of second supporting assemblies arranged between the two groups of first supporting assemblies, the first supporting assemblies are arranged along the width direction of the bottom die mounting cavity, and the first supporting assemblies are arranged on one side, close to the buttress wall (2), of the bottom die mounting cavity; the first support assembly comprises a moving wheel support wood plate (5) arranged along the width direction of the bottom die mounting cavity;
the second support assemblies are uniformly distributed along the length direction of the bottom die mounting cavity; the second supporting assembly comprises a supporting and supporting wood plate (4) arranged along the width direction of the bottom die mounting cavity.
10. A dock corridor construction system as claimed in claim 3, wherein: the adjustable counter stay (10) comprises a counter stay rod (44) which is horizontally arranged, an adjusting rod (45) which is coaxially arranged with the counter stay rod (44), and an adjusting assembly which is horizontally arranged between the counter stay rod (44) and the adjusting rod (45) and is used for adjusting the distance between the counter stay rod (44) and the adjusting rod (45), wherein an end connecting piece (46) is arranged at the end part of the counter stay rod (44) far away from the adjusting assembly; the adjusting assembly comprises an adjusting nut (47) and a plug pin (39), the adjusting nut is horizontally arranged and used for connecting the pair of supporting rods (44) and the adjusting rod (45), the plug pin (39) is arranged on the adjusting rod (45), and a jack (45-1) matched with the plug pin (39) is arranged on the adjusting rod (45).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220221896.6U CN216739638U (en) | 2022-01-26 | 2022-01-26 | Dock corridor construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220221896.6U CN216739638U (en) | 2022-01-26 | 2022-01-26 | Dock corridor construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216739638U true CN216739638U (en) | 2022-06-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220221896.6U Active CN216739638U (en) | 2022-01-26 | 2022-01-26 | Dock corridor construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216739638U (en) |
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2022
- 2022-01-26 CN CN202220221896.6U patent/CN216739638U/en active Active
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