CN219157412U - Pier beam junction template support system - Google Patents
Pier beam junction template support system Download PDFInfo
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- CN219157412U CN219157412U CN202223345599.1U CN202223345599U CN219157412U CN 219157412 U CN219157412 U CN 219157412U CN 202223345599 U CN202223345599 U CN 202223345599U CN 219157412 U CN219157412 U CN 219157412U
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Abstract
The utility model provides a pier beam joint formwork support system, wherein support columns of a transverse support assembly are arranged at intervals left and right and are respectively positioned on the top surface of a pier column, left and right support columns respectively support against left and right supporting cushion stones, a main keel is arranged on the transverse support assembly, left and right ends are respectively supported against left and right supporting cushion stones, reinforcing members are respectively positioned on the top surface of the pier column, the left reinforcing member is positioned on the right side of the left support column and connected with the left support column, the right reinforcing member is positioned on the left side of the right support column and connected with the right support column, a middle reinforcing member is positioned on the left side or the right side of the middle support column and connected with the left support column, a secondary keel is arranged on the main keel, and a beam bottom formwork is arranged on the secondary keel. The utility model has simple construction and stable structure, avoids the problems that the traditional steel pipe fastener frame body cuts the upright rod to cause material waste and the floor sweeping rod and the top sealing rod can not be erected, and greatly improves the erection efficiency and the overall stability of the supporting system.
Description
Technical Field
The utility model relates to the technical field of formwork support systems, in particular to the technical field of bridge formwork support systems, and specifically relates to a formwork support system at a pier-beam joint.
Background
During construction of the bridge engineering superstructure, taking the bridge as an example along the front-back direction, the pier columns of the bridge pier are vertically arranged, left supporting cushion stones and right supporting cushion stones are arranged on the top surfaces of the pier columns at intervals, and the beam bottom template supporting space at the bridge pier is positioned between the left supporting cushion stones and the right supporting cushion stones on the top surfaces of the pier columns, so that the beam bottom template supporting space at the bridge pier is narrow and cannot be used for building a supporting frame body.
According to the prior construction method, a steel pipe fastener is adopted to erect a frame body, the frame body is erected and needs to be cut into short sections of 20 cm-30 cm because only a space of 30 cm-40 cm is reserved under a beam at the pier column, the material waste and the working hour waste are caused, the floor sweeping rod and the roof sealing rod cannot be erected at the same time because the vertical rods are too short, a space mounting frame body base and a roof support are not arranged, the main joist is not easy to fix, and the overall stability of the frame body is poor.
Therefore, it is hoped to provide a mound roof beam junction template braced system, and its construction is simple and convenient, and the structure is firm, avoids traditional steel pipe fastener support body cutting pole setting to cause the material extravagant and sweep the floor the pole with the unable problem of setting up of capping pole, improves the overall stability of setting up efficiency and braced system greatly.
Disclosure of Invention
In order to overcome the defects in the prior art, the utility model aims to provide a pier-beam joint formwork support system which is simple and convenient to construct, stable in structure, capable of avoiding the problems that materials are wasted and floor sweeping rods and roof sealing rods cannot be erected due to the fact that a traditional steel pipe fastener frame body cuts vertical rods, greatly improving the erection efficiency and the overall stability of the support system, and suitable for large-scale popularization and application.
The utility model aims to provide a formwork support system at the pier-beam joint, which has the advantages of ingenious design, simple structure, simple and convenient manufacture and low manufacturing cost, and is suitable for large-scale popularization and application.
In order to achieve the above purpose, the utility model provides a pier beam junction template supporting system, which comprises a beam bottom template, wherein the beam bottom template is horizontally arranged and arranged along the front-back direction, and is characterized by further comprising a transverse supporting component, a left reinforcing member, a middle reinforcing member, a right reinforcing member, a main keel and an auxiliary keel, wherein:
the transverse supporting assembly comprises a left supporting upright post, a middle supporting upright post and a right supporting upright post, wherein the left supporting upright post and the right supporting upright post are arranged at intervals left and right, the middle supporting upright post is positioned between the left supporting upright post and the right supporting upright post, a plurality of middle supporting upright posts are arranged at intervals left and right, the left supporting upright post, the middle supporting upright post and the right supporting upright post are all used for being positioned on the top surface of the pier column, the left supporting upright post is also used for being positioned on the right side of a left supporting cushion stone on the top surface of the pier column and propping against the left supporting cushion stone, and the right supporting upright post is also used for being positioned on the left side of a right supporting cushion stone on the top surface of the pier column and propping against the right supporting cushion stone;
the main keels are horizontally arranged and arranged on the left supporting upright post, the middle supporting upright post and the right supporting upright post of the transverse supporting assembly along the left-right direction, the left end and the right end of the main keels are respectively positioned on the right side of the left supporting cushion stone and the left side of the right supporting cushion stone and respectively abut against the left supporting cushion stone and the right supporting cushion stone, a plurality of transverse supporting assemblies are arranged at intervals from front to back, the number of the main keels is the same as that of the transverse supporting assemblies, and the main keels and the transverse supporting assemblies are arranged in a one-to-one correspondence manner;
the left reinforcement, the middle reinforcement and the right reinforcement are all horizontally arranged and are all arranged along the front-rear direction, the left reinforcement and the right reinforcement are arranged at intervals left and right, the middle reinforcement is positioned between the left reinforcement and the right reinforcement, the left reinforcement, the middle reinforcement and the right reinforcement are all used for being positioned on the top surface of the pier stud, the left reinforcement is positioned on the right side of the left supporting upright post of the transverse supporting assemblies and is connected with the left supporting upright post, the right reinforcement is positioned on the left side of the right supporting upright post of the transverse supporting assemblies and is connected with the right supporting upright post, the middle reinforcement is positioned on the left side or the right side of the middle supporting upright post of the transverse supporting assemblies and is connected with the middle supporting upright post, the number of the middle reinforcement is the same as that of the middle supporting upright post of the transverse supporting assemblies, and the middle supporting upright post of the transverse supporting assemblies are arranged in a one-to-one correspondence.
The secondary joist is horizontally arranged and arranged on the main joist along the front-back direction, a plurality of secondary joists are arranged at intervals left and right, and the beam bottom template is arranged on the secondary joists.
Preferably, the left support upright, the middle support upright, the right support upright, the left reinforcement, the middle reinforcement, the right reinforcement, the main joist and the secondary joist are all square.
Preferably, in the transverse supporting assembly, the distance between the left supporting upright and the leftmost middle supporting upright, the distance between the left and right adjacent middle supporting uprights, and the distance between the rightmost middle supporting upright and the right supporting upright are all 30cm.
Preferably, the distance between the left and right adjacent false keels is 20cm.
Preferably, the distance between two adjacent transverse support assemblies is 50cm.
Preferably, said intermediate reinforcement is located to the right of said intermediate support uprights of said plurality of said transverse support assemblies.
Preferably, the main joist and the left support column, the main joist and the middle support column, the main joist and the right support column, the left reinforcement and the left support column, the middle reinforcement and the middle support column, the right reinforcement and the right support column, the secondary joist and the main joist, and the beam bottom template and the secondary joist are all connected through steel nails.
Preferably, in the transverse support assembly, the number of the middle support columns is 7.
Preferably, the number of the secondary keels is 13.
Preferably, the number of the lateral support members is 5.
The beneficial effects of the utility model are mainly as follows:
1. the left supporting upright post, the middle supporting upright post and the right supporting upright post of the pier beam joint formwork supporting system are arranged at left and right intervals and are all used for being positioned on the top surface of the pier column, the left supporting upright post and the right supporting upright post are respectively abutted against the left supporting cushion stone and the right supporting cushion stone, the main keel is arranged on the transverse supporting assembly, the left end and the right end are respectively abutted against the left supporting cushion stone and the right supporting cushion stone, the left reinforcing member, the middle reinforcing member and the right reinforcing member are all used for being positioned on the top surface of the pier column, the left reinforcing member is positioned on the right side of the left supporting upright posts of the plurality of transverse supporting assemblies and connected with the left supporting upright posts, the right reinforcing member is positioned on the left side or the right side of the right supporting upright posts of the plurality of transverse supporting assemblies and connected with the right supporting upright posts, the sub-keel is arranged on the main keel, and the beam bottom formwork is arranged on the sub-keel, so that the pier beam is simple and convenient to construct, the structure is stable, the problem that materials are wasted and the floor sweeping rod and the top sealing rod cannot be set up due to the cutting upright rods of the traditional steel pipe fastener frame body is avoided, the overall building efficiency and the supporting system is greatly improved, and the stability of the whole system is suitable for large-scale popularization and application
2. The left supporting upright post, the middle supporting upright post and the right supporting upright post of the pier beam joint formwork supporting system are arranged at intervals left and right and are positioned on the top surfaces of pier columns, the left supporting upright post and the right supporting upright post are respectively abutted against the left supporting cushion stone and the right supporting cushion stone, the main joist is arranged on the transverse supporting assembly, the left end and the right end are respectively abutted against the left supporting cushion stone and the right supporting cushion stone, the left reinforcing member, the middle reinforcing member and the right reinforcing member are respectively positioned on the top surfaces of the pier columns, the left reinforcing member is positioned on the right side of the left supporting upright posts of the transverse supporting assemblies and is connected with the left supporting upright posts of the transverse supporting assemblies, the right reinforcing member is positioned on the left side or the right side of the middle supporting upright posts of the transverse supporting assemblies and is connected with the right supporting upright posts, and the secondary joist is arranged on the main joist, and the beam bottom formwork is arranged on the secondary joist.
These and other objects, features and advantages of the present utility model will be more fully apparent from the following detailed description and drawings, and may be learned by the practice of the utility model by the means, apparatus and combinations thereof as set forth hereinafter.
Drawings
Figure 1 is a schematic cross-sectional front view of one embodiment of the pier beam junction formwork support system of the present utility model.
Fig. 2 is a partial right side cross-sectional schematic view of the embodiment shown in fig. 1.
(symbol description)
1, a beam bottom template; 2 a transverse support assembly; 3 left reinforcement; 4, middle reinforcement; 5 right reinforcement; 6, main keels; 7 times of keels; 8, left support columns; 9 middle support columns; 10 right support columns; 11 pier columns; 12 left support pad; 13 right support pad.
Detailed Description
In order to make the technical contents of the present utility model more clearly understood, the following examples are specifically described.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Referring to fig. 1 to 2, in an embodiment of the present utility model, a pier-beam joint formwork support system of the present utility model includes a beam bottom formwork 1, a transverse support assembly 2, a left reinforcement 3, a middle reinforcement 4, a right reinforcement 5, a main runner 6 and a cross runner 7, wherein:
the beam bottom formwork 1 is horizontally arranged and arranged along the front-rear direction, the transverse supporting assembly 2 comprises a left supporting upright 8, a middle supporting upright 9 and a right supporting upright 10, the left supporting upright 8 and the right supporting upright 10 are arranged at left-right intervals, the middle supporting upright 9 is arranged between the left supporting upright 8 and the right supporting upright 10, a plurality of middle supporting uprights 9 are arranged at left-right intervals, the left supporting upright 8, the middle supporting upright 9 and the right supporting upright 10 are all used for being positioned on the top surface of the pier column 11, the left supporting upright 8 is also used for being positioned on the right side of a left supporting cushion stone 12 on the top surface of the pier column 11 and abutting against the left supporting cushion stone 12, and the right supporting upright 10 is also used for being positioned on the left side of a right supporting cushion stone 13 on the top surface of the pier column 11 and abutting against the right supporting cushion stone 13;
the main keels 6 are horizontally arranged and arranged on the left support upright 8, the middle support upright 9 and the right support upright 10 of the transverse support assembly 2 along the left-right direction, the left end and the right end of the main keels 6 are respectively positioned on the right side of the left support cushion stones 12 and the left side of the right support cushion stones 13 and respectively abut against the left support cushion stones 12 and the right support cushion stones 13, a plurality of transverse support assemblies 2 are arranged at intervals from front to back, the number of the main keels 6 is the same as the number of the transverse support assemblies 2, and the main keels 6 and the transverse support assemblies 2 are arranged in a one-to-one correspondence;
the left reinforcement 3, the middle reinforcement 4 and the right reinforcement 5 are all horizontally arranged and are all arranged along the front-rear direction, the left reinforcement 3 and the right reinforcement 5 are arranged at left-right intervals, the middle reinforcement 4 is positioned between the left reinforcement 3 and the right reinforcement 5, the left reinforcement 3, the middle reinforcement 4 and the right reinforcement 5 are all used for being positioned on the top surface of the pier 11, the left reinforcement 3 is positioned on the right side of the left support upright 8 of the plurality of transverse support assemblies 2 and is connected with the left support upright 8, the right reinforcement 5 is positioned on the left side of the right support upright 10 of the plurality of transverse support assemblies 2 and is connected with the right support upright 10, the middle reinforcement 4 is positioned on the right side (the left side can also be) of the middle support upright 9 of the plurality of transverse support assemblies 2 and is connected with the middle support upright 9, the number of the middle reinforcement 4 is the same as the number of the middle support upright 9 of the transverse support assemblies 2, and the middle reinforcement 4 is correspondingly arranged on the transverse support upright 9;
the cross runners 7 are horizontally arranged and arranged on the main runners 6 along the front-rear direction, a plurality of cross runners 7 are arranged at intervals left and right, and the beam bottom templates 1 are arranged on the cross runners 7.
The beam bottom form 1 may be any suitable form, preferably the beam bottom form 1 is a wood form. In one embodiment of the utility model, the wood form is a bamboo plywood.
The thickness of the beam bottom formwork 1 can be determined according to the need, and in a specific embodiment of the present utility model, the thickness of the beam bottom formwork 1 is 15mm.
The left support column 8, the middle support column 9, the right support column 10, the left reinforcement 3, the middle reinforcement 4, the right reinforcement 5, the main runner 6 and the cross runner 7 may be any suitable building material, and in a specific embodiment of the present utility model, the left support column 8, the middle support column 9, the right support column 10, the left reinforcement 3, the middle reinforcement 4, the right reinforcement 5, the main runner 6 and the cross runner 7 are all wood.
The height of the left support upright post 8, the height of the middle support upright post 9 and the height of the right support upright post 10 can be determined according to requirements, preferably, the height of the left support upright post 8, the height of the middle support upright post 9 and the height of the right support upright post 10 are all 20 cm-30 cm, and are determined specifically according to the clearance between a bridge and a pier column 11 minus the thickness of the beam bottom template 1 and the height of the main runner 7. In a specific embodiment of the present utility model, the height of the left support column 8, the height of the middle support column 9 and the height of the right support column 10 are all 25cm.
The cross section of the left support post 8, the cross section of the middle support post 9, the cross section of the right support post 10, the cross section of the main runner 6 and the cross section of the cross runner 7 may have any suitable dimensions, and in one embodiment of the present utility model, the cross section of the left support post 8, the cross section of the middle support post 9, the cross section of the right support post 10, the cross section of the main runner 6 and the cross section of the cross runner 7 are all 10cm (long) by 10cm (wide).
The cross-section of the left reinforcement 3, the cross-section of the middle reinforcement 4, and the cross-section of the right reinforcement 5 may have any suitable dimensions, and in one embodiment of the present utility model, the cross-section of the left reinforcement 3, the cross-section of the middle reinforcement 4, and the cross-section of the right reinforcement 5 are each 10cm (long) by 5cm (wide).
In the transverse supporting assembly 2, the distance between the left supporting upright 8 and the leftmost middle supporting upright 9, the distance between the two middle supporting uprights 9 adjacent to each other on the left and right, and the distance between the middle supporting upright 9 and the right supporting upright 10 on the rightmost side may be determined according to needs, and in a specific embodiment of the present utility model, the distance between the left supporting upright 8 and the leftmost middle supporting upright 9, the distance between the two middle supporting uprights 9 adjacent to each other on the left and right, and the distance between the middle supporting upright 9 and the right supporting upright 10 in the transverse supporting assembly 2 are all 30cm.
The distance between the left and right adjacent cross runners 7 can be determined according to the requirement, and in a specific embodiment of the present utility model, the distance between the left and right adjacent cross runners 7 is 20cm.
The distance between the two adjacent front and rear transverse supporting assemblies 2 can be determined according to the requirement, and in a specific embodiment of the present utility model, the distance between the two adjacent front and rear transverse supporting assemblies 2 is 50cm. That is, the distance between the front and rear adjacent main keels 6 is also 50cm.
The main runners 6 and the left support columns 8, the main runners 6 and the middle support columns 9, the main runners 6 and the right support columns 10, the left reinforcement 3 and the left support columns 8, the middle reinforcement 4 and the middle support columns 9, the right reinforcement 5 and the right support columns 10, the cross runners 7 and the main runners 6, and the beam bottom templates 1 and the cross runners 7 may be connected by any suitable connection structure, in one embodiment of the present utility model, the main runners 6 and the left support columns 8, the main runners 6 and the middle support columns 9, the main runners 6 and the right support columns 10, the left reinforcement 3 and the left support columns 8, the middle reinforcement 4 and the middle support columns 9, the right reinforcement 5 and the right support columns 10, the cross runners 7 and the main runners 6, and the beam bottom templates 1 and the cross runners 7 are all connected by steel studs.
The number of the middle support columns 9 in the transverse support assembly 2 can be determined according to needs, and the number of the middle support columns 9 in the transverse support assembly 2 is 7 in a specific embodiment of the present utility model, as shown in fig. 1.
The number of the cross runners 7 may be determined according to need, and although the number of the cross runners 7 and the number of the middle support columns 9 in the lateral support assembly 2 are all plural, it is only meant that the number of the cross runners 7 and the number of the middle support columns 9 in the lateral support assembly 2 are two or more, and it does not mean that the number of the cross runners 7 and the number of the middle support columns 9 in the lateral support assembly 2 are the same, please refer to fig. 1, and in an embodiment of the present utility model, the number of the cross runners 7 in the lateral support assembly 2 is 13.
The number of the transverse supporting members 2 may be determined according to need, and the term "plurality" herein refers to two or more, and referring to fig. 2, in an embodiment of the present utility model, the number of the transverse supporting members 2 is 5.
When setting up, use the bridge to set up as the example along the fore-and-aft direction, pier column 11 vertical setting of pier, the top surface of pier column 11 is gone up and is controlled mutual interval and is provided with left supporting bolster 12 and right supporting bolster 13, left side supporting post 8 with horizontal supporting component 2, middle supporting post 9 and right supporting post 10 all place the top surface of pier column 11 on, place left side supporting bolster 12's the right side and support left side supporting bolster 12 in left side supporting bolster 8, place right supporting post 10 in the left side of right supporting bolster 13 and support right supporting bolster 13, place left side reinforcement 3 in the top surface of pier column 11 and place right side supporting bolster 8 of horizontal supporting component 2 and connect left supporting post 8, place right side reinforcement 5 in the top surface of pier column 11 and place left side supporting post 10 of horizontal supporting component 2 and connect right supporting post 10, place middle reinforcement 4 in the right side of middle supporting post 9 of horizontal supporting component 2 and connect middle supporting post 9, thereby place a plurality of vertical supporting component 2 on through left side reinforcement 3, middle reinforcement 4 and right side supporting component 5 and place right side supporting component 6 on the main joist 6, place right side supporting component 6 and support runner 6 on the main joist 6 and the side of main joist 6, set up and set up side supporting bolster 6 respectively, the side is left side supporting bolster 6 and the main joist 6 is set up on the side of the main joist 6, the main joist 1 and is set up respectively.
Therefore, by adopting the vertical support structure, the vertical support is realized through the support upright posts (namely the left support upright post, the middle support upright post and the right support upright post), the front and rear transverse support assemblies are longitudinally connected and reinforced through the reinforcing members (namely the left reinforcing member, the middle reinforcing member and the right reinforcing member), the main joists are transversely arranged on the transverse support assemblies, the main joists are also used as transverse reinforcing measures of the support upright posts, the main joists and the support upright posts are tightly propped against bearing cushion stones at two sides, the overall stability of a support system is ensured, the problem that materials are wasted due to the fact that a traditional steel pipe fastener frame body cuts upright posts is solved, and the floor sweeping rod and the roof sealing rod cannot be erected is solved, so that the erection efficiency and the overall stability of the support system are greatly improved.
The support upright post, the reinforcement and the main and secondary keels can be all made of square timber and can be connected through steel nails, so that the material cost is low, the processing and the installation are convenient, the construction progress is greatly accelerated, and meanwhile, the support upright post can be made of square timber scraps in a intercepting mode, and the material cost is further reduced; the height and longitudinal and transverse spacing of the square timber posts can be adjusted according to the box Liang Hezai and the erection range, the square timber posts are not limited by modules, the construction is flexible and changeable, and various working conditions can be met.
In conclusion, the pier beam joint formwork support system is simple and convenient to construct, stable in structure, capable of avoiding the problems that materials are wasted and the floor sweeping rod and the roof sealing rod cannot be erected due to the fact that the traditional steel pipe fastener frame body cuts the vertical rods, ingenious in design, simple in structure, convenient to manufacture, low in manufacturing cost and suitable for large-scale popularization and application, and the erection efficiency and the overall stability of the support system are greatly improved.
It will thus be seen that the objects of the present utility model have been fully and effectively attained. The functional and structural principles of the present utility model have been shown and described in the examples and embodiments may be modified at will without departing from such principles. Therefore, this utility model includes all modifications encompassed within the spirit of the following claims and the scope of the following claims.
Claims (10)
1. The utility model provides a mound roof beam junction template braced system, includes the beam bottom template, beam bottom template level sets up and sets up along the fore-and-aft direction, its characterized in that, mound roof beam junction template braced system still includes transverse support subassembly, left reinforcement, middle reinforcement, right reinforcement, main joist and secondary joist, wherein:
the transverse supporting assembly comprises a left supporting upright post, a middle supporting upright post and a right supporting upright post, wherein the left supporting upright post and the right supporting upright post are arranged at intervals left and right, the middle supporting upright post is positioned between the left supporting upright post and the right supporting upright post, a plurality of middle supporting upright posts are arranged at intervals left and right, the left supporting upright post, the middle supporting upright post and the right supporting upright post are all used for being positioned on the top surface of the pier column, the left supporting upright post is also used for being positioned on the right side of a left supporting cushion stone on the top surface of the pier column and propping against the left supporting cushion stone, and the right supporting upright post is also used for being positioned on the left side of a right supporting cushion stone on the top surface of the pier column and propping against the right supporting cushion stone;
the main keels are horizontally arranged and arranged on the left supporting upright post, the middle supporting upright post and the right supporting upright post of the transverse supporting assembly along the left-right direction, the left end and the right end of the main keels are respectively positioned on the right side of the left supporting cushion stone and the left side of the right supporting cushion stone and respectively abut against the left supporting cushion stone and the right supporting cushion stone, a plurality of transverse supporting assemblies are arranged at intervals from front to back, the number of the main keels is the same as that of the transverse supporting assemblies, and the main keels and the transverse supporting assemblies are arranged in a one-to-one correspondence manner;
the left reinforcement, the middle reinforcement and the right reinforcement are all horizontally arranged and all arranged along the front-back direction, the left reinforcement and the right reinforcement are arranged at intervals left and right, the middle reinforcement is positioned between the left reinforcement and the right reinforcement, the left reinforcement, the middle reinforcement and the right reinforcement are all used for being positioned on the top surface of the pier stud, the left reinforcement is positioned on the right side of the left supporting upright post of the transverse supporting assemblies and is connected with the left supporting upright post, the right reinforcement is positioned on the left side of the right supporting upright post of the transverse supporting assemblies and is connected with the right supporting upright post, the middle reinforcement is positioned on the left side or the right side of the middle supporting upright post of the transverse supporting assemblies and is connected with the middle supporting upright post, the number of the middle reinforcement is the same as the number of the middle supporting upright post of the transverse supporting assemblies, and the middle supporting upright post of the transverse supporting assemblies are arranged in a one-to-one correspondence.
The secondary joist is horizontally arranged and arranged on the main joist along the front-back direction, a plurality of secondary joists are arranged at intervals left and right, and the beam bottom template is arranged on the secondary joists.
2. The pier beam junction formwork support system of claim 1, wherein the left support post, the middle support post, the right support post, the left reinforcement, the middle reinforcement, the right reinforcement, the main runner, and the cross runner are all timber.
3. The pier beam junction formwork support system of claim 1, wherein in the transverse support assembly, the spacing between the left support column and the leftmost middle support column, the spacing between the left and right adjacent middle support columns, and the spacing between the rightmost middle support column and the right support column are all 30cm.
4. The pier beam joint formwork support system as claimed in claim 1, wherein the distance between the left and right adjacent cross runners is 20cm.
5. A pier beam junction formwork support system in accordance with claim 1, wherein the spacing between the adjacent front and rear transverse support members is 50cm.
6. A pier beam joint formwork support system as in claim 1, wherein said intermediate reinforcement is located to the right of said intermediate support columns of said plurality of said transverse support assemblies.
7. The pier beam junction formwork support system of claim 1, wherein the main runner and the left support column, the main runner and the middle support column, the main runner and the right support column, the left reinforcement and the left support column, the middle reinforcement and the middle support column, the right reinforcement and the right support column, the cross runner and the main runner, and the beam bottom formwork and the cross runner are all connected by steel nails.
8. The pier beam joint formwork support system as claimed in claim 1, wherein the number of the middle support columns in the transverse support assembly is 7.
9. The pier beam joint formwork support system of claim 1, wherein the number of cross runners is 13.
10. The pier beam joint formwork support system of claim 1, wherein the number of transverse support members is 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223345599.1U CN219157412U (en) | 2022-12-13 | 2022-12-13 | Pier beam junction template support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223345599.1U CN219157412U (en) | 2022-12-13 | 2022-12-13 | Pier beam junction template support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219157412U true CN219157412U (en) | 2023-06-09 |
Family
ID=86618280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223345599.1U Active CN219157412U (en) | 2022-12-13 | 2022-12-13 | Pier beam junction template support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219157412U (en) |
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2022
- 2022-12-13 CN CN202223345599.1U patent/CN219157412U/en active Active
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