CN111852004A - A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell - Google Patents
A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell Download PDFInfo
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- CN111852004A CN111852004A CN202010817029.4A CN202010817029A CN111852004A CN 111852004 A CN111852004 A CN 111852004A CN 202010817029 A CN202010817029 A CN 202010817029A CN 111852004 A CN111852004 A CN 111852004A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
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Abstract
The invention discloses an assembled type shaping die for a concrete connected square reticulated shell, which comprises: the bottom template is provided with a node section and a first connecting beam section, and the node section is used for being arranged at the node position of the connected square latticed shell; a side form, the side form comprising: the bottom side edges of the first connecting beam side formworks are fixed at the first connecting beam section and the joint between the node section and the first connecting beam section, and the two first connecting beam side formworks are symmetrical about the center line of the first connecting beam section; the first connecting beam section and the first connecting beam side formwork are provided with preset radians. The bottom template and the side die are processed into the standard parts, so that the requirement of mass production can be met, the processing is easy, and the labor cost for producing the template is reduced.
Description
Technical Field
The application relates to the technical field of square connected reticulated shell structures, in particular to an assembled sizing die for a concrete square connected reticulated shell.
Background
The clear water concrete square-connected latticed shell canopy is of a large-span square-connected latticed shell space structure, and the structural beams are square-connected latticed shell curved-surface beams which are densely distributed and in a grid crossing mode. The structural beam is built through the template to form a structural beam type groove, reinforcing steel bars are fixed in the structural beam type groove, concrete is poured, and the structural beam is formed after the concrete is solidified. The construction of structure roof beam adopts plank sheathing, wood-plastic formwork and steel form usually, and the structure is complicated, the form is changeable, and the degree of difficulty is very big in the template processing and the installation of heterotypic component, adopts ordinary template processing can increase the template processing degree of difficulty, and the unrestrained rate of template material is high, and the operating expenses is high, and the processing cost is high to the precision is difficult to reach the construction requirement, and then increases the installation construction degree of difficulty greatly.
Disclosure of Invention
The application aims at providing a pin-connected panel regularization mould for concrete antithetical couplet die-piece, through the form with the die block board and side form processing become the standard component, not only can satisfy mass production's demand, still easily processing reduces the cost of labor of production template.
The application provides a pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell, include:
the bottom template is provided with a node section and a first connecting beam section, and the node section is used for being arranged at the node position of the connected square latticed shell;
a side form, the side form comprising: the bottom side edges of the first connecting beam side formworks are fixed at the first connecting beam section and the joint between the node section and the first connecting beam section, and the two first connecting beam side formworks are symmetrical about the center line of the first connecting beam section;
the first connecting beam section and the first connecting beam side formwork are provided with preset radians.
Further, a pin-connected panel regularization mould for concrete antithetical couplet square latticed shell, wherein, the side form still includes: the bottom side edges of the first connecting templates are fixed at the connecting position between the node section and the first connecting beam section, and the two first connecting templates are symmetrical about the center line of the first connecting beam section; the end face of the first connecting beam side formwork is fixed on the side face of the first connecting formwork through a bolt.
Further, the assembled sizing die for the concrete connected square latticed shell is characterized in that the length of the top edge of the first connecting beam side die plate is smaller than that of the bottom edge.
Further, a pin-connected panel regularization mould for concrete antithetical couplet square latticed shell, wherein, first connection beam section is first cell type connection beam section, the side bottom of first connection beam side form with the lateral surface of first cell type connection beam section passes through bolt fixed connection.
Further, a pin-connected panel regularization mould for concrete antithetical couplet square latticed shell, wherein, the die block still has the second and connects the beam section, the side form still includes: the bottom side edges of the second connecting beam side templates are fixed at the second connecting beam sections and the joints between the node sections and the second connecting beam sections, and the two second connecting beam side templates are symmetrical about the center lines of the second connecting beam sections; the second connecting beam section and the second connecting beam side template are both of a straight plate type structure.
Further, a pin-connected panel regularization mould for concrete antithetical couplet square latticed shell, wherein, the side form still includes: the bottom side edges of the second connecting templates are fixed at the connecting positions between the node sections and the second connecting beam sections, and the two second connecting templates are symmetrical about the center line of the second connecting beam sections; and the end surface of the second connecting beam side template is fixed on the side surface of the second connecting template through a bolt.
Further, the assembled sizing die for the concrete connected square latticed shell is characterized in that the length of the top edge of the second connecting beam side die plate is smaller than that of the bottom edge.
Further, a pin-connected panel regularization mould for concrete antithetical couplet square latticed shell, wherein, the second is connected the beam section and is connected the beam section for the second cell type, the side bottom of second connection roof beam side form with the lateral surface of second cell type connection roof beam section passes through bolt fixed connection
Further, the assembled type sizing die for the concrete connected square latticed shell is characterized in that the bottom die plate is a glass fiber reinforced plastic bottom die plate, and the side die is a glass fiber reinforced plastic side die.
The invention has the beneficial effects that:
the application provides a pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell includes: the bottom template is provided with a node section and a first connecting beam section, and the node section is used for being arranged at the node position of the connected square latticed shell; a side form, the side form comprising: the bottom side edges of the first connecting beam side formworks are fixed at the first connecting beam section and the joint between the node section and the first connecting beam section, and the two first connecting beam side formworks are symmetrical about the center line of the first connecting beam section; the first connecting beam section and the first connecting beam side formwork are provided with preset radians. The bottom template and the side die are processed into the standard parts, so that the requirement of mass production can be met, the processing is easy, and the labor cost for producing the template is reduced.
Drawings
Fig. 1 is a schematic view of a rhombic connected square reticulated shell with unit cells manufactured by the assembled sizing die for the concrete connected square reticulated shell provided by the application;
fig. 2 is an assembled schematic view of a bottom template and a side mold in the assembled finalized mold for a concrete connected latticed shell provided in the present application;
fig. 3 is another schematic diagram of the assembled bottom formwork and side formwork in the assembled finalized mold for a concrete connected latticed shell provided by the present application;
fig. 4 is a schematic structural diagram of a first connecting template in the assembled sizing mold for a concrete connected square reticulated shell provided by the present application;
fig. 5 is a schematic structural diagram of a first connecting beam side template in the assembled modular mold for a concrete connected square reticulated shell provided by the present application;
fig. 6 is a schematic view of a rhombic-shaped connected latticed shell with unit cells manufactured by the assembled-type finalized die for the concrete connected latticed shell provided by the application;
fig. 7 is a schematic view of a connected square reticulated shell in a square frame shape, which is made by the assembled sizing die for the concrete connected square reticulated shell provided by the application.
Detailed Description
The present application will be described in further detail below with reference to the accompanying drawings by way of specific embodiments.
The latticed shell manufactured by the assembled stereotyped die for the concrete connected latticed shell provided by the application is of a single-layer connected latticed shell structure, specifically a cylindrical latticed shell, more specifically, the cylindrical latticed shell is in an arc-shaped structure form, as shown in fig. 1, the cylindrical latticed shell structure is shown in the figure, and only the cylindrical latticed shell is shown in the figure to be unfolded into a plane form. This cylinder latticed shell comprises a plurality of nodal points 1 with connect left oblique pull rod 2, right oblique pull rod 3 on each nodal point 1, of course, for the structural strength who guarantees this cylinder latticed shell, still can set up the transverse pull rod 4 of connection on nodal point 1 in the transverse direction. The left diagonal draw bars 2 on each node point 1 are arranged in parallel at equal intervals, the right diagonal draw bars 3 on each node point 1 are also arranged in parallel at equal intervals, and the left diagonal draw bars 2 and the right diagonal draw bars 3 are arranged in the oblique direction (different from the transverse direction and the longitudinal direction). As the part that oval dotted line frame circled in fig. 1, this part is one of them cell on the antithetical couplet square latticed shell, includes two left oblique pull rods 2 and two right oblique pull rods 3 in this cell, and these two left oblique pull rods 2 and two right oblique pull rods 3 form the antithetical couplet square latticed shell of rhombus shape cell to, left oblique pull rod 2 and right oblique pull rod 3 all are the arc oblique pull rod that has the same radian, and ascending horizontal pull rod 4 of horizontal direction is the linear type structure. Of course, in other embodiments, a longitudinal tie bar (not shown) may be provided in the longitudinal direction, and the longitudinal tie bar has a corresponding arc shape, which is an arc structure with the left and right diagonal tie bars 2 and 3.
In some embodiments, the transverse tie rods 4 and the longitudinal tie rods may be connected only at the nodal points 1 to form a square latticed connected shell of square-shaped cells.
In this application, nodal point position 1, left diagonal draw bar 2, right diagonal draw bar 3, transverse pull rod 4, vertical pull rod all form through pouring the concrete in the mould.
Example one
Referring to fig. 2 to 6, the present embodiment provides a modular sizing mold for a concrete connected square reticulated shell, including: a bottom form 10 and a side form 20.
The bottom form 10 is a plate-shaped structure, and the bottom form 10 has a node section 11 and a first connecting beam section 12, wherein the node section 11 is used for being arranged on a node position 1 of the connected square reticulated shell.
The side mold 20 includes: two first connecting beam sideforms 21, wherein the bottom side edges of the two first connecting beam sideforms 21 are fixed at the first connecting beam section 12 and the joint between the node section 11 and the first connecting beam section 12, and the two first connecting beam sideforms 21 are symmetrical with respect to the center line of the first connecting beam section 12. In a preferred embodiment, the bottom sides of the two first connecting beam sideforms 21 are fixed to the two long sides of the first connecting beam section 12 and the joint between the node section 11 and the first connecting beam section 12, respectively.
In this embodiment, first tie beam section 12 and two first tie beam side formworks 21 all have and predetermine the radian to, first tie beam section 12 and two first tie beam side formworks 21 enclose to close and form tie beam type groove, to installation reinforcing bar in this tie beam type groove, and the pouring concrete, thereby form the pull rod that has the radian, form left oblique pull rod 2 and right oblique pull rod 3 promptly.
In the above embodiment, the bottom form 10 is a glass fiber reinforced plastic bottom form, and the side form 20 is a glass fiber reinforced plastic side form, that is, both are made of glass fiber reinforced plastic material, and the bottom form and the side form made of glass fiber reinforced plastic material can form a preset radian in a stamping manner, so that the processing is easy, and the labor cost for producing the form is reduced. The requirements of mass production can be met by processing the two into a standard component form. Meanwhile, the glass fiber reinforced plastics for manufacturing the template are provided with reinforcing ribs, so that the strength of the glass fiber reinforced plastics is enhanced, the glass fiber reinforced plastics are not easy to deform, the turnover frequency is high, and the service life is long.
In this application, each node section 11 of the plurality of bottom formworks 10 is respectively disposed on each node position 1 of the connected square reticulated shell, and the first connecting beam section 12 of each bottom formwork 10 is disposed in the arrangement direction (oblique direction) of the left diagonal draw bar 2 and the right diagonal draw bar 3, and at the same time, in the arrangement direction, the other end of the first connecting beam section 12 of one bottom formwork 10 is connected to the node section 11 of the other bottom formwork 10 adjacent thereto, and thereafter, the first connecting beam sideform 21 is mounted at each first connecting beam section 12 and the connection between the first connecting beam section 12 and the node section 11, as shown in fig. 3, the end surface (side surface) in the length direction of the first connecting beam sideform 21 forming the left diagonal draw bar 2 and the two first connecting beam sideforms 21 adjacent to the end surface (side surface) in the length direction forming the right diagonal draw bar 3 are connected to each other on the same node position 1, and the connection between the two first connecting beam sideforms a sealing rubber strip, The bottom template 10 and the side mold 20 are dismantled after the concrete is solidified, so that the concrete connected square latticed shell of the rhombic unit cells is formed.
In this embodiment, with continued reference to fig. 2 and 3, the side mold 20 further includes: the bottom side edges of the two first connecting templates 22 are fixed at the connecting position between the node section 11 and the first connecting beam section 12 through bolts, and the two first connecting templates 22 corresponding to the two first connecting beam side templates 21 on the same first connecting beam section 12 are symmetrical with respect to the center line of the first connecting beam section 12, so that the two first connecting templates 22 respectively correspond to the two first connecting beam side templates 21 on the same first connecting beam section 12, and the end surfaces of the first connecting beam side templates 21 are also fixedly connected with the side surfaces of the first connecting templates 22 through bolts.
Specifically, a plurality of through holes are formed at the connection position between the node section 11 and the first connecting beam section 12, a plurality of threaded holes corresponding to the through holes are formed in the bottom side of the first connecting template 22, and a plurality of bolts are screwed into the corresponding threaded holes after passing through the through holes, so that the bottom side of the first connecting template 22 is fixedly connected to the connection position between the node section 11 and the first connecting beam section 12. As shown in fig. 4, a bolt disk 221 is provided on a side surface of the first connecting die plate 22, a plurality of bolt holes are provided in the bolt disk 221, a plurality of through holes corresponding to the plurality of bolt holes are provided on an end surface of the first connecting beam-side die plate 21, and a plurality of bolts are respectively passed through the through holes and screwed into the corresponding bolt holes, thereby fixing the end surface of the first connecting beam-side die plate 21 to the side surface of the first connecting die plate 22. Therefore, the stability between the connection can be improved through the bolt connection mode, and the assembling and the disassembling are easy.
It can be understood that, in the arrangement direction, two first connecting formworks 22 are also provided at the connection between the node section 11 of another bottom formwork 10 adjacent to one bottom formwork 10 and the first connecting beam section 12, the side surfaces of the two first connecting formworks 22 are fixedly connected to the other end surface of the first connecting beam-side formwork 21 on the one bottom formwork 10 by bolts, respectively, and at the same time, the node section 11 of the one bottom formwork 10 can be connected to the other end surface of the first connecting beam section 12 of the other bottom formwork 10.
In the above embodiment, the first connecting formworks 22 connected to the end surfaces of the first connecting beam-side formworks 21 forming the left diagonal member 2 and the first connecting formworks 22 connected to the end surfaces of the first connecting beam-side formworks 21 forming the right diagonal member 3 are connected to each other at the same node 1, thereby forming an L-shaped structure. In the actual processing, the first connecting formwork 22 connected to the end face of the first connecting beam sideform 21 forming the left diagonal member 2 and the first connecting formwork 22 connected to the end face of the first connecting beam sideform 21 forming the right diagonal member 3 can be processed into an L-shaped connecting formwork of an integrated structure, two side plates of the L-shaped connecting formwork respectively form the first connecting formwork 22 connected to the end face of the first connecting beam sideform 21 forming the left diagonal member 2 and the first connecting formwork 22 connected to the end face of the first connecting beam sideform 21 forming the right diagonal member 3, and meanwhile, a reinforcing rib plate is arranged between the two first connecting formworks 22 to reinforce the strength of the L-shaped connecting formwork, so that the processing and the assembly are convenient.
In this embodiment, the length of the top side of the first connecting beam sideform 21 is smaller than the length of the bottom side thereof, and the top side end and the bottom side end of the first connecting beam sideform 21 are formed in a plane, so that the end surface of the first connecting beam sideform 21 is formed in an oblique plane, that is, the first connecting beam sideform 21 is formed in a trapezoidal structure. Therefore, the assembly and the disassembly are convenient.
In one embodiment, the side surfaces of the first connection template 22 are chamfered, and correspondingly, the end surfaces of the first connection beam-side templates 21 are also chamfered, so as to facilitate fastening of bolts for connecting the two.
In this application, the first connecting beam section 12 is a first groove-shaped connecting beam section of a groove-shaped structure, and the bottom of the side surface of the first connecting beam side template 21 is fixedly connected with the outer side surface of the first groove-shaped connecting beam section through a bolt. Specifically, a plurality of threaded holes are formed in the outer side surface of the first groove-shaped connecting beam section, a plurality of through holes corresponding to the plurality of threaded holes are formed in the bottom of the side surface of the first connecting beam side template 21, and a plurality of bolts penetrate through the through holes and are screwed into the threaded holes, so that the bottom of the side surface of the first connecting beam side template is fixedly connected with the outer side surface of the first connecting beam section.
Example two
The difference between this embodiment and the first embodiment is that a tie rod 4 arranged in the transverse direction is further connected to the node position 1 to enhance the structural strength of the connected square reticulated shell.
Specifically, in this embodiment, the bottom form 10 further has a second connecting beam section, and the side form 20 further includes: the two second connecting beam side templates are fixed at the joints between the second connecting beam sections and the joint sections and between the second connecting beam sections at the bottom side edges of the second connecting beam side templates, the two second connecting beam side templates are symmetrical about the central line of the second connecting beam sections, and the second connecting beam sections and the second connecting beam side templates are of straight plate structures. Therefore, the second connecting beam section and the second connecting beam side template form a straight-plate type groove, reinforcing steel bars are installed in the straight-plate type groove, concrete is poured in the straight-plate type groove, and the transverse pull rod 4 is formed after the concrete is solidified.
EXAMPLE III
Referring to fig. 7, the present embodiment is different from the first and second embodiments in that the assembled modular mold of the present embodiment is assembled to form a square latticed unit shell with a square cell, that is, the longitudinal tie rods are formed by the first connecting beam segments 12 and the first connecting beam sideforms 21, and the transverse tie rods are formed by the second connecting beam segments and the second connecting beam sideforms.
The difference between the first connecting beam section 12 and the first connecting beam sideform 21 in this embodiment is that the first connecting beam section 12 and the first connecting beam sideform 21 are arranged in different directions, the arrangement direction in the first embodiment is an oblique direction, and the arrangement direction of the first connecting beam section 12 and the first connecting beam sideform 21 in this embodiment is a longitudinal direction. In addition, the radians of the first connecting beam section 12 and the first connecting beam sideform 21 forming the longitudinal tie bar in the present embodiment are different from the radians of the first connecting beam section 12 and the first connecting beam sideform 21 forming the left diagonal tie 2 or the right diagonal tie 3 in the first embodiment. The same point is that the first connecting beam section 12 and the first connecting beam sideform 21 forming the longitudinal tie in the present embodiment have the same structure as the first connecting beam section 12 and the first connecting beam sideform 21 in the first embodiment. The following embodiments are merely illustrative of the structure of the second connecting beam segment and the second connecting beam-side template.
Referring to fig. 7, in the present embodiment, the bottom form 10 further has a second connecting beam section 13, and the side form 20 further includes: the bottom side edges of the two second connecting beam-side templates 23 are fixed at the second connecting beam section 13 and the joint between the node section 11 and the second connecting beam section 13, the two second connecting beam-side templates 23 are symmetrical about the central line of the second connecting beam section 13, and the second connecting beam section 13 and the second connecting beam-side templates 23 are both in a straight plate type structure. Thus, the second connecting beam section 13 and the second connecting beam side template 23 form a straight-plate type groove, the steel bars are installed in the straight-plate type groove, concrete is poured in the straight-plate type groove, and the transverse pull rod 4 is formed after the concrete is solidified.
The second connecting beam section 13 and the second connecting beam side template 23 are also made of glass fiber reinforced plastics, and similarly, the glass fiber reinforced plastics are provided with reinforcing ribs to enhance the strength of the glass fiber reinforced plastics, so that the glass fiber reinforced plastics are not easy to deform and have more turnover times, and the service life is long. By processing the second connecting beam section 13 and the second connecting beam sideform 23 into a standard form, the requirement for mass production can be satisfied.
In this embodiment, each node section 11 of the plurality of bottom formworks 10 is respectively disposed at each node point 1 of the connected square reticulated shell, and the first connecting beam section 12 on each bottom formwork 10 is disposed in the arrangement direction (longitudinal direction) of the longitudinal tie bar, and the second connecting beam section 13 on each bottom formwork 10 is disposed in the arrangement direction (transverse direction) of the transverse tie bar, and meanwhile, in the arrangement direction of the longitudinal tie bar, the other end of the first connecting beam section 12 on one bottom formwork 10 is connected to the node section 11 of another bottom formwork 10 adjacent thereto, and then, the first connecting beam side formwork 21 is installed at each first connecting beam section 12 and the connection between the first connecting beam section 12 and the node section 11. In the arrangement direction of the transverse tie rods, the other end of the second connecting beam section 13 of one bottom formwork 10 is connected to the node section of another bottom formwork 10 adjacent to the other bottom formwork, and then second connecting beam side formworks 23 are installed at the second connecting beam sections 13 and the connection between the second connecting beam section 13 and the node section 11. On same nodal point position 1, the terminal surface (side) of the length direction of the first tie beam section 12 that forms the longitudinal tie and the terminal surface (side) of the length direction of the second tie beam side form 23 that forms the horizontal tie are interconnect, and the junction between the two also can set up joint strip, with sealing connection, thereby form the antithetical couplet square reticulated shell type groove of square frame shape cell, through installing the reinforcing bar in the antithetical couplet square reticulated shell type groove to this square frame shape cell, and the pouring concrete, treat after the concrete solidification, demolish bottom form 10 and side form 20, thereby form the concrete antithetical couplet square reticulated shell of square frame shape cell.
In this embodiment, the side mold further includes: and the bottom sides of the two second connecting templates 24 are fixed at the joints between the node sections 11 and the second connecting beam sections 13 by bolts, and the two second connecting templates 24 corresponding to the two second connecting beam side templates 23 on the same second connecting beam section 13 are symmetrical with respect to the center line of the second connecting beam section 13, so that the two second connecting templates 24 respectively correspond to the two second connecting beam side templates 23 on the same second connecting beam section 13, and the end surfaces of the second connecting beam side templates 23 are also fixedly connected with the side surfaces of the second connecting templates 24 by bolts.
Specifically, a plurality of through holes are formed at the connection position between the node section 11 and the second connecting beam section 13, a plurality of threaded holes corresponding to the through holes are formed in the bottom side of the second connecting template 24, and a plurality of bolts are screwed into the corresponding threaded holes after passing through the through holes, so that the bottom side of the second connecting template 24 is fixedly connected to the connection position between the node section 11 and the second connecting beam section 13. Similarly, a bolt plate having a plurality of bolt holes is provided on the side surface of the second connecting template 24, a plurality of through holes corresponding to the plurality of bolt holes are provided on the end surface of the second connecting beam-side template 23, and a plurality of bolts are respectively passed through the through holes and screwed into the corresponding bolt holes, thereby fixing the end surface of the second connecting beam-side template 23 to the side surface of the second connecting template 24. Therefore, the stability between the connection can be improved through the bolt connection mode, and the assembling and the disassembling are easy.
It is understood that, in the arrangement direction in the longitudinal direction, two first connecting formworks 22 are also provided at the connection between the node section 11 of another bottom formwork 10 adjacent to one bottom formwork 10 and the first connecting beam section 12, and the side surfaces of the two first connecting formworks 22 are fixedly connected to the other end surface of the first connecting beam-side formwork 21 on the one bottom formwork 10 by bolts, respectively, and at the same time, the node section 11 of the one bottom formwork 10 can be connected to the other end surface of the first connecting beam section 12 of the other bottom formwork 10. In the arrangement direction in the transverse direction, two second connecting formworks 24 are also arranged at the joint between the node section 11 of another bottom formwork 10 adjacent to one bottom formwork 10 and the first connecting beam section 12, the side surfaces of the two second connecting formworks 24 are respectively fixedly connected with the other end surface of the second connecting beam side formwork 23 on one bottom formwork 10 through bolts, and meanwhile, the node section 11 of one bottom formwork 10 can be connected with the other end surface of the second connecting beam section 13 of another bottom formwork 10.
On the same node position 1, a first connecting template 22 connected on the end surface of a first connecting beam side template 21 forming a longitudinal pull rod and a second connecting template 24 connected on the end surface of a second connecting beam side template 23 forming a transverse pull rod 4 are connected with each other to form an L-shaped structure. In the actual processing, the first connecting template 22 connected to the end face of the first connecting beam sideform 21 forming the longitudinal tie bar and the second connecting template 24 connected to the end face of the second connecting beam sideform 23 forming the transverse tie bar 4 can be processed into an L-shaped connecting template with an integrated structure, the two side plates of the L-shaped connecting template respectively form the first connecting template 22 connected to the end face of the first connecting beam sideform 21 forming the longitudinal tie bar and the second connecting template 24 connected to the end face of the second connecting beam sideform 23 forming the transverse tie bar 4, and meanwhile, a reinforcing rib plate is arranged between the first connecting template 22 and the second connecting template 24 to enhance the strength of the L-shaped connecting template, so that the processing and the assembly are convenient.
In this embodiment, the length of the top side of the second connecting beam-side template 23 is smaller than the length of the bottom side thereof, and the top side end and the bottom side end of the second connecting beam-side template 23 are flat, so that the end surface of the second connecting beam-side template 23 is formed as an oblique plane, that is, the second connecting beam-side template 23 is formed in a trapezoidal structure. Therefore, the assembly and the disassembly are convenient.
In one embodiment, the side surface of the second connecting template 24 is chamfered, and correspondingly, the end surface of the second connecting beam-side template 23 is chamfered, so as to facilitate fastening of bolts for connecting the two.
The second connecting beam section 13 is a first groove-type connecting beam section with a groove-type structure, and the bottom of the side surface of the second connecting beam side template 23 is fixedly connected with the outer side surface of the second groove-type connecting beam section through bolts. Specifically, a plurality of threaded holes are formed in the outer side surface of the second groove-shaped connecting beam section, a plurality of through holes corresponding to the plurality of threaded holes are formed in the bottom of the side surface of the second connecting beam-side template 23, and a plurality of bolts are screwed into the threaded holes through the through holes, respectively, so that the bottom of the side surface of the second connecting beam-side template is fixedly connected to the outer side surface of the second connecting beam section.
In conclusion, the pin-connected type regularization mould for the concrete connected square latticed shell provided by the embodiment processes the bottom template and the side template through the glass fiber reinforced plastics, is easy to process, reduces the labor cost for producing the template, and can meet the requirement of mass production by processing the glass fiber reinforced plastics into a standard part. Moreover, the high strength of glass steel material for this mould non-deformable, the turnover number of times is many, thereby long service life.
The foregoing is a more detailed description of the present application in connection with specific embodiments thereof, and it is not intended that the present application be limited to the specific embodiments thereof. It will be apparent to those skilled in the art from this disclosure that many more simple derivations or substitutions can be made without departing from the inventive concepts herein.
Claims (9)
1. The utility model provides a pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell which characterized in that includes:
the bottom template is provided with a node section and a first connecting beam section, and the node section is used for being arranged at the node position of the connected square latticed shell;
a side form, the side form comprising: the bottom side edges of the first connecting beam side formworks are fixed at the first connecting beam section and the joint between the node section and the first connecting beam section, and the two first connecting beam side formworks are symmetrical about the center line of the first connecting beam section;
the first connecting beam section and the first connecting beam side formwork are provided with preset radians.
2. The modular sizing die for a concrete interconnected reticulated shell as claimed in claim 1, wherein said side die further comprises: the bottom side edges of the first connecting templates are fixed at the connecting position between the node section and the first connecting beam section, and the two first connecting templates are symmetrical about the center line of the first connecting beam section; the end face of the first connecting beam side formwork is fixed on the side face of the first connecting formwork through a bolt.
3. The modular sizing die for a concrete interconnected reticulated shell as claimed in claim 1, wherein the length of the top edge of the first connecting beam sideform is less than the length of the bottom edge.
4. The assembled sizing die for the concrete connected square reticulated shell as claimed in claim 1, wherein the first connecting beam section is a first groove-shaped connecting beam section, and the bottom of the side surface of the first connecting beam side formwork is fixedly connected with the outer side surface of the first groove-shaped connecting beam section through bolts.
5. The modular sizing die for a concrete interconnected reticulated shell as claimed in claim 1, wherein said bottom form further has a second connecting beam section, said side forms further comprising: the bottom side edges of the second connecting beam side templates are fixed at the second connecting beam sections and the joints between the node sections and the second connecting beam sections, and the two second connecting beam side templates are symmetrical about the center lines of the second connecting beam sections; the second connecting beam section and the second connecting beam side template are both of a straight plate type structure.
6. The modular sizing die for a concrete interconnected reticulated shell as claimed in claim 5, wherein said side die further comprises: the bottom side edges of the second connecting templates are fixed at the connecting positions between the node sections and the second connecting beam sections, and the two second connecting templates are symmetrical about the center line of the second connecting beam sections; and the end surface of the second connecting beam side template is fixed on the side surface of the second connecting template through a bolt.
7. The modular sizing die for a concrete grid shell according to claim 5, wherein the length of the top edge of the second connecting beam-side die plate is less than the length of the bottom edge.
8. The assembled sizing die for the concrete connected square reticulated shell as claimed in claim 5, wherein the second connecting beam section is a second groove-shaped connecting beam section, and the bottom of the side surface of the second connecting beam side formwork is fixedly connected with the outer side surface of the second groove-shaped connecting beam section through bolts.
9. The assembled sizing die for the concrete connected square reticulated shell as claimed in claim 5, wherein the bottom formwork is a glass fiber reinforced plastic bottom formwork, and the side dies are glass fiber reinforced plastic side dies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010817029.4A CN111852004A (en) | 2020-08-14 | 2020-08-14 | A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010817029.4A CN111852004A (en) | 2020-08-14 | 2020-08-14 | A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell |
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| CN111852004A true CN111852004A (en) | 2020-10-30 |
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| CN202010817029.4A Pending CN111852004A (en) | 2020-08-14 | 2020-08-14 | A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914614A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
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2020
- 2020-08-14 CN CN202010817029.4A patent/CN111852004A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914614A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
| CN113914614B (en) * | 2021-10-29 | 2022-09-23 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
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