CN217420489U - Template system of wall body reversed bank structure - Google Patents
Template system of wall body reversed bank structure Download PDFInfo
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- CN217420489U CN217420489U CN202123193401.8U CN202123193401U CN217420489U CN 217420489 U CN217420489 U CN 217420489U CN 202123193401 U CN202123193401 U CN 202123193401U CN 217420489 U CN217420489 U CN 217420489U
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Abstract
The utility model discloses a template system of anti-bank structure of wall body, include: the bolt sleeves are vertically embedded on the prefabricated laminated slab and distributed in two rows and multiple columns; the positioning bolt is in threaded connection with each bolt sleeve; the positioning nuts are in threaded connection with the positioning bolts, and the elevations of all the positioning nuts are the same; the locking nut is positioned above the positioning nut and is in threaded connection with each positioning bolt; the hoisting dies are oppositely arranged in two groups, each group of hoisting dies is arranged on one line of the bolt sleeve, each group of hoisting dies comprises a transverse die plate and a vertical die plate connected with the transverse die plate, the transverse die plate is sleeved on the positioning bolt and locked on the positioning bolt through the locking nut, the vertical die plates are vertically arranged, and the distance between every two adjacent groups of vertical die plates of the hoisting dies is the wall thickness of the wall body with a reversed ridge structure. The utility model discloses can pour the shaping with the anti-bank structure of cast-in-place floor and wall body once, improve efficiency of construction and quality.
Description
Technical Field
The utility model relates to a building engineering technical field, in particular to template system of anti-bank structure of wall body.
Background
In building engineering such as houses, a reinforced concrete structure of a wall body reversed ridge structure needs to be constructed on a floor slab, and then the wall body is built on the wall body reversed ridge structure. For example: the wall body reverse ridge structure needs to be constructed along the floor slab at a certain height in a kitchen, a toilet and the like so as to achieve the purpose of retaining water. Construction projects typically include cast in place structures as well as fabricated structures that need to be constructed in conjunction with cast in place structures at junctions. For example: in fabricated buildings, the structural floor is formed by constructing a cast-in-place structure on the upper prefabricated composite slab. The traditional construction method of the wall body inverted ridge structure is that after a building main body structure is constructed through primary pouring, a wood formwork system is erected in a planning area of a structural floor slab for secondary pouring to form the wall body inverted ridge structure, and then a partition wall is built on the wall body inverted ridge structure. The construction is pour to the anti-bank structure secondary of wall body, has increased the work load of later stage construction, has reduced the efficiency of construction of the anti-bank structure of wall body.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a template system of anti-bank structure of wall body is provided to improve the problem of the efficiency of construction of the anti-bank structure of wall body.
In order to solve the technical problem, the utility model provides a technical scheme is: a formwork system of a wall reversed bank structure comprises:
the bolt sleeves are vertically embedded in the prefabricated laminated slab and distributed in two rows and multiple columns;
the positioning bolt is in threaded connection with each bolt sleeve;
the positioning nuts are in threaded connection with the positioning bolts, and the elevations of all the positioning nuts are the same;
the locking nut is positioned above the positioning nut and is in threaded connection with each positioning bolt;
the hanging dies are oppositely arranged in two groups, each group of hanging dies is arranged on one line of the bolt sleeve, each group of hanging dies comprises a transverse die plate and a vertical die plate connected with the transverse die plate, the transverse die plate is sleeved on the positioning bolt and locked on the positioning bolt through the locking nut, the vertical die plates are vertically arranged, and the distance between every two adjacent groups of vertical die plates of the hanging dies is the wall thickness of the wall body with the inverted ridge structure.
Further, the utility model provides a template system of anti-bank structure of wall body, it hangs the mould for the U type to hang the mould, the U type hangs the transverse formwork of mould and includes horizontal formwork and lower horizontal formwork, lower horizontal formwork cup joints pass through on the positioning bolt lock nut locks on positioning bolt.
Further, the utility model provides a template system of anti-bank structure of wall body, it can run through to be provided with on the horizontal template of mould to hang positioning bolt's through-hole.
Further, the utility model provides a template system of anti-bank structure of wall body, the through-hole is round hole or waist shape hole.
Further, the utility model provides a template system of anti-bank structure of wall body, it is the L type to hang the mould.
Further, the utility model provides a template system of anti-bank structure of wall body, it is the aluminium mould board to hang the mould.
Further, the utility model provides a template system of anti-bank structure of wall body, it is the steel form to hang the mould.
Further, the utility model provides a template system of anti-bank structure of wall body, be provided with embedded bar on the telescopic external diameter of bolt.
Further, the utility model provides a template system of anti-bank structure of wall body, lock nut and hang and be provided with the gasket between the mould.
Further, the utility model provides a template system of anti-bank structure of wall body, set nut is replaced by the positioning bolt who has the spacer, the positioning bolt who has the spacer includes the spacer and is located the key body at spacer both ends.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model provides a template system of anti-bank structure of wall body, for vertical pre-buried setting on prefabricated superimposed sheet relative two sets of that set up, every group template system is by the bolt sleeve, positioning bolt, positioning nut, lock nut and hang the mould and constitute, then when constructing cast-in-place floor on prefabricated superimposed sheet, can pour the anti-bank structure of wall body simultaneously in situ, thereby make cast-in-place floor and the anti-bank structure of wall body pour the construction completion once, need not to wait to carry out the secondary on the structural floor after the building structure main part construction is accomplished and pour the anti-bank structure of formation wall body, thereby the work load that the secondary was pour has been reduced, the efficiency of construction of the anti-bank structure of wall body has been improved.
The utility model provides a template system of anti-bank structure of wall body utilizes prefabricated superimposed sheet of prefabricated building to set up the template system of the anti-bank structure of wall body, pours the anti-bank structure of wall body when forming the structure floor through the cast-in-place floor of construction on prefabricated superimposed sheet to make the anti-bank structure of structure floor and wall body pour the shaping once, improved the anti-bank structure of wall body and the reliable connection of structure floor, improved the structural strength of the anti-bank structure of wall body, improved the construction quality of the anti-bank structure of wall body.
Drawings
FIG. 1 is a schematic structural diagram of a formwork system of a wall reversed sill structure;
fig. 2 is a schematic structural diagram of a formwork system of a wall body reverse ridge structure, a cast-in-place floor slab formed by one-time pouring and a wall body reverse ridge structure;
FIG. 3 is a schematic view of the construction of the bolt sleeve;
FIG. 4 is a schematic structural view of a positioning bolt and a positioning nut;
FIG. 5 is a schematic view of a positioning bolt with a positioning tab;
FIG. 6 is a schematic view of a node structure of a positioning bolt and a hanging die thereon;
FIG. 7 is a schematic structural view of a U-shaped hanging die;
FIG. 8 is a schematic structural view of an L-shaped hanging die;
shown in the figure:
100. the template system comprises 110, bolt sleeves, 111, embedded steel bars, 120, positioning bolts, 121, positioning sheets, 122, bolt bodies, 130, positioning nuts, 140, locking nuts, 150, hanging molds, 151, vertical templates, 152, transverse templates, 153, through holes, 160 and gaskets;
200. prefabricating a laminated slab;
300. casting a floor slab in situ;
400. wall body anti-bank structure.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings: the advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
Referring to fig. 1 to 2 and 7 to 8, an embodiment of the present invention provides a formwork system 100 of a wall reversed bank structure, including a bolt sleeve 110, a positioning bolt 120, a positioning nut 130, a locking nut 140 and a hanging formwork 150. Wherein:
the bolt sleeves 110 are vertically embedded in the prefabricated composite slab 200 and distributed in two rows and multiple columns.
And a positioning bolt 120 screwed on each of the bolt sleeves 110.
And a positioning nut 130 screwed on each positioning bolt 120 and having the same elevation as that of all the positioning nuts 130.
And a lock nut 140 screwed to each of the set bolts 120 above the set nut 130.
The hanging molds 150 are two sets of oppositely arranged, each set of hanging molds 150 is arranged on one line of the bolt sleeve 110, each set of hanging molds 150 comprises a transverse mold plate 152 and a vertical mold plate 151 connected with the transverse mold plate 152, the transverse mold plate 152 is sleeved on the positioning bolt 120 and is locked on the positioning bolt 120 through the locking nut 140, the vertical mold plates 151 are vertically arranged, and the distance between the vertical mold plates 151 of the two adjacent sets of hanging molds 150 is the wall thickness of the wall body reverse ridge structure 400. Wherein the hanging form 150 may be an aluminum form or a steel form.
The bolt sleeves 110 are arranged in two rows and multiple columns, and are used for arranging the two groups of hanging molds 150, so that reinforcing steel bars are constructed between the two groups of hanging molds 150, and concrete is poured in a cage to form the wall body inverted sill structure 400.
Please refer to fig. 1 to 2, the embodiment of the utility model provides a template system 100 of anti-bank structure of wall body, for vertical pre-buried setting on prefabricated superimposed sheet 200 relative setting two sets of, every template system 100 of group comprises bolt sleeve 110, positioning bolt 120, positioning nut 130, lock nut 140 and hanging mould 150, then when constructing the cast-in-place floor on prefabricated superimposed sheet 200, can the anti-bank structure 400 of cast-in-place wall body simultaneously, thereby make the cast-in-place floor and the anti-bank structure 400 of wall body pour the construction once and accomplish, need not to wait to carry out the secondary on the structural floor after the construction of building structure main part is accomplished and pour formation anti-bank structure 400 of wall body, thereby the work load of secondary pouring has been reduced, the efficiency of construction of the anti-bank structure 400 of wall body is improved.
Please refer to fig. 1 to 2, the embodiment of the utility model provides a template system 100 of the anti-bank structure of wall body, the prefabricated superimposed sheet 200 of utilizing the prefabricated building sets up template system 100 of the anti-bank structure 400 of wall body, pour the anti-bank structure 400 of wall body through the cast-in-place floor of being under construction on prefabricated superimposed sheet 200 forms the structural floor slab, thereby make the anti-bank structure 400 of structural floor slab and wall body pour the shaping once, the reliability of the anti-bank structure 400 of wall body and structural floor slab is connected has been improved, the structural strength of the anti-bank structure 400 of wall body has been improved, the construction quality of the anti-bank structure 400 of wall body has been improved.
Referring to fig. 1 to fig. 2 and fig. 7, in order to improve the stability of the hanging mold 150, in the template system 100 of the wall reverse bank structure provided in the embodiment of the present invention, the hanging mold 150 is a U-shaped hanging mold 150, the transverse template 152 of the U-shaped hanging mold 150 includes an upper transverse template 152 and a lower transverse template 152, and the lower transverse template 152 is sleeved on the positioning bolt 120 and is locked on the positioning bolt 120 through the locking nut 140. Wherein, the gap between the vertical templates 151 of the two groups of U-shaped hanging molds 150 is a pouring surface. The upper transverse formwork 152 may be connected with a cross beam to prevent the vertical formwork 151 from being extruded by concrete slurry during casting to generate angular deformation relative to the transverse formwork 152, so as to prevent the casting deformation of the wall body inverted sill structure 400, thereby improving the construction quality.
Referring to fig. 7 and 8, in the formwork system 100 of the wall body inverted sill structure according to the embodiment of the present invention, the transverse formwork 152 of the hanging formwork 150 is provided with a through hole 153 capable of penetrating through the positioning bolt 120. Wherein the through hole 153 may be a circular hole or a kidney-shaped hole. When the through holes 153 are waist-shaped holes, the gap between the two sets of vertical templates 151 can be finely adjusted, so that the wall body reverse ridge structure 400 with the required thickness is formed.
Referring to fig. 8, in order to form the wall reverse ridge structure 400 and the cast-in-place floor 300 by one-step casting, in the formwork system 100 of the wall reverse ridge structure according to the embodiment of the present invention, the hanging formwork 150 may be L-shaped.
Referring to fig. 1 to fig. 2 and fig. 3, in order to improve the pre-buried quality of the bolt sleeve 110 in the prefabricated composite slab 200, the embodiment of the present invention provides a formwork system 100 of a wall reverse ridge structure, wherein pre-buried steel bars 111 are disposed on the outer diameter of the bolt sleeve 110. The bolt sleeves 110 can be reliably connected with the prefabricated composite slab 200 through the embedded steel bars 111, so that the embedding quality of the bolt sleeves 110 is improved.
Referring to fig. 6, in order to fasten the hanging mold 150 to the positioning bolt 120, in the formwork system 100 of the wall reverse ridge structure according to the embodiment of the present invention, a gasket 160 is disposed between the locking nut 140 and the hanging mold 150.
Referring to fig. 5, in the formwork system 100 of the wall reversed sill structure provided in the embodiment of the present invention, the positioning nut 130 is replaced by a positioning bolt 120 having a positioning plate, and the positioning bolt 120 having a positioning plate includes a positioning plate 121 and a bolt body 122 located at two ends of the positioning plate 121. The positioning plate 121 is a smooth rod body in nature, and the bolt body 122 is a rod body with a thread structure.
The present invention is not limited to the above specific embodiments, and obviously, the above described embodiments are a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived from the description of the embodiments of the present invention by a person skilled in the art, are within the scope of the present invention. Other levels of modification and variations of the present invention will occur to those skilled in the art. Thus, if such modifications and variations of the present invention fall within the scope of the claims, then it is intended that the present invention also include such modifications and variations.
Claims (10)
1. The utility model provides a template system of anti-bank structure of wall body which characterized in that includes:
the bolt sleeves are vertically embedded on the prefabricated laminated slab and distributed in two rows and multiple columns;
the positioning bolt is in threaded connection with each bolt sleeve;
the positioning nuts are in threaded connection with the positioning bolts, and the elevations of all the positioning nuts are the same;
the locking nut is positioned above the positioning nut and is in threaded connection with each positioning bolt;
the hanging dies are oppositely arranged in two groups, each group of hanging dies is arranged on one line of the bolt sleeve, each group of hanging dies comprises a transverse die plate and a vertical die plate connected with the transverse die plate, the transverse die plate is sleeved on the positioning bolt and locked on the positioning bolt through the locking nut, the vertical die plates are vertically arranged, and the distance between every two adjacent groups of vertical die plates of the hanging dies is the wall thickness of the wall body with the inverted ridge structure.
2. The formwork system of the wall reversed sill structure according to claim 1, wherein the hanging formwork is a U-shaped hanging formwork, the transverse formwork of the U-shaped hanging formwork comprises an upper transverse formwork and a lower transverse formwork, and the lower transverse formwork is sleeved on the positioning bolt and locked on the positioning bolt through the locking nut.
3. The formwork system for a wall body sill structure according to claim 1, wherein the transverse formwork of the hanging formwork is provided with a through hole capable of penetrating through the positioning bolt.
4. The formwork system for a wall reversed sill structure of claim 3, characterized in that said through hole is a round hole or a waist-shaped hole.
5. The formwork system for a wall reversed sill structure of claim 1, characterized in that said hanging formwork is L-shaped.
6. The formwork system for a wall reversed sill structure of claim 1, characterized in that said hanging formwork is an aluminum formwork.
7. The formwork system of the wall reversed sill structure of claim 1, wherein said hanging formwork is a steel formwork.
8. The formwork system for a wall reversed bank structure according to claim 1, wherein embedded steel bars are arranged on the outer diameter of the bolt sleeve.
9. The formwork system for a wall reversed sill structure according to claim 1, characterized in that a gasket is arranged between the locking nut and the hanging formwork.
10. The template system of the wall body reversed sill structure according to claim 1, wherein said positioning nut is replaced by a positioning bolt with a positioning plate, said positioning bolt with a positioning plate comprises a positioning plate and a bolt body at both ends of said positioning plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123193401.8U CN217420489U (en) | 2021-12-17 | 2021-12-17 | Template system of wall body reversed bank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123193401.8U CN217420489U (en) | 2021-12-17 | 2021-12-17 | Template system of wall body reversed bank structure |
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| Publication Number | Publication Date |
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| CN217420489U true CN217420489U (en) | 2022-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202123193401.8U Active CN217420489U (en) | 2021-12-17 | 2021-12-17 | Template system of wall body reversed bank structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478685A (en) * | 2022-09-27 | 2022-12-16 | 上海建工一建集团有限公司 | Formwork hanging device for inclined wall construction and construction method thereof |
-
2021
- 2021-12-17 CN CN202123193401.8U patent/CN217420489U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478685A (en) * | 2022-09-27 | 2022-12-16 | 上海建工一建集团有限公司 | Formwork hanging device for inclined wall construction and construction method thereof |
| CN115478685B (en) * | 2022-09-27 | 2024-02-23 | 上海建工一建集团有限公司 | Hanging die device for inclined wall construction and construction method thereof |
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