CN212836695U - Template system for externally wrapping concrete on steel beam construction site - Google Patents
Template system for externally wrapping concrete on steel beam construction site Download PDFInfo
- Publication number
- CN212836695U CN212836695U CN202021074526.1U CN202021074526U CN212836695U CN 212836695 U CN212836695 U CN 212836695U CN 202021074526 U CN202021074526 U CN 202021074526U CN 212836695 U CN212836695 U CN 212836695U
- Authority
- CN
- China
- Prior art keywords
- steel
- mould
- steel beam
- sides
- platform
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of building construction, in particular to a formwork system for externally wrapping concrete in a steel beam construction site, which comprises a steel mould platform and a steel beam arranged on the steel mould platform, wherein the steel mould platform is a rectangular platform, two sides of the upper surface of the steel mould platform are provided with fixing holes, the steel beam is of a beam body structure with an I-shaped section, two sides of the steel beam are respectively provided with a first side mould and a second side mould, two sides of the first side mould and the second side mould are respectively positioned and fixed through a limiting device, the limiting device is of a box-packed structure with an unsealed front side surface and an unsealed upper surface, and the lower surface of the limiting device is provided with a first mounting hole; through setting up first side form and second side form to set up the tip shrouding through the both sides limit at first side form, and set up the feeding cavity structure in its middle part position, thereby let the staff can carry out the operation of outsourcing the concrete simultaneously to the both sides of girder steel, it can effectively save the construction period than traditional construction method, thereby reaches the purpose that improves work efficiency.
Description
Technical Field
The utility model relates to a relevant technical field of construction specifically is a template system of girder steel job site outsourcing concrete.
Background
The traditional corrosion-resistant and fire-resistant method for steel beams has a large amount of field operation, the steel beams tend to be produced in a factory in a corrosion-resistant and fire-resistant manner under the background of the vigorous popularization of fabricated buildings in China, the method of adopting concrete-coated steel beams as the fire-resistant measures for the steel beams is an effective way for realizing the factory production, is limited to the defect that the industrial development is not perfect at the present stage, a steel structure processing factory generally has no related matching technology, and has the problems of difficult purchase and high manufacturing cost, in addition, the concrete outer coating process of the traditional steel beam system is carried out on two sides in a time division manner, the solidification period of the concrete is longer, thereby causing the concrete coating on the surface of the steel beam to be subjected to fire-proof treatment for a longer period, and the concrete is coated on the steel beam in the period of the solidification period, its place occupies comparatively seriously, for this reason, the utility model provides a template system of girder steel job site outsourcing concrete is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template system of girder steel job site outsourcing concrete to solve the problem that provides in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a formwork system for externally wrapping concrete on a steel beam construction site comprises a steel formwork platform and steel beams arranged on the steel formwork platform, wherein the steel formwork platform is a rectangular platform, fixing holes are formed in two sides of the upper surface of the steel formwork platform, the steel beams are of a beam body structure with an I-shaped section, a first side die and a second side die are arranged on two sides of each steel beam respectively, two sides of each first side die and two sides of each second side die are fixed in a positioned mode through limiting devices respectively, each limiting device is of a box-shaped structure with the front side face and the upper surface not closed, a first mounting hole is formed in the lower surface of each limiting device, a second mounting hole is formed in the upper end, close to the rear side face of each first mounting hole, the positions of the first mounting holes correspond to the positions of the fixing holes in the steel formwork platform, the first mounting holes are fixedly mounted in the fixing holes in the steel formwork platform through positioning bolts, four limiting devices are arranged, and two, and the limiting devices in the same group are symmetrically arranged, the second mounting holes are connected through screws, and the two ends of each screw are positioned and fixed through positioning nuts.
Preferably, the first side die is a box structure with an unsealed front side surface, a reinforcing plate is integrally cast and formed on the rear side wall, and a plurality of reinforcing plates are arranged on the first side die at equal intervals.
Preferably, the middle end of the upper surface of the first side mold is provided with a first feeding hole, the middle end of the back surface of the first side mold is provided with a second feeding hole close to the upper end, the middle end of the back surface of the first side mold is welded with four baffle plates to form a feeding cavity, and the horizontal section of the feeding cavity is in an isosceles trapezoid shape.
Preferably, the third mounting hole has been seted up on the both ends side of first side form, and the both ends of first side form all are provided with the tip shrouding, the plane of tip shrouding forms for two rectangle concatenations, and the size of less rectangular surface is identical with the side notch cross-section of girder steel, and the fourth mounting hole has been seted up to great rectangle plane position department, and the tip shrouding passes through fixing bolt and fixation nut to be fixed on first side form.
Preferably, the second side die and the first side die are the same in structure and are symmetrically arranged, and the second side die and the first side die are fixedly provided with the same structure.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the first side die and the second side die are arranged, the end sealing plates are arranged on the two sides of the first side die, and the feeding cavity structure is arranged in the middle of the first side die, so that workers can wrap concrete on the two sides of the steel beam at the same time, the construction period can be effectively shortened compared with the traditional construction method, and the purpose of improving the working efficiency is achieved;
2. and the horizontal inclined plane through with the feeding chamber is isosceles trapezoid and sets up to let its inclined plane form the draft, thereby let the staff can be simple more swift when unloading the mould to first side form and second side form.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
fig. 3 is a half sectional view of the present invention;
FIG. 4 is an enlarged view of the structure at B in FIG. 3;
FIG. 5 is a schematic view of a first side mold structure;
FIG. 6 is a schematic view of an end closure plate construction;
fig. 7 is a schematic structural view of the limiting device.
In the figure: the steel mould platform comprises a steel mould platform 1, a steel beam 2, a first side mould 3, a second side mould 4, a limiting device 5, a screw rod 6, a reinforcing plate 7, a third mounting hole 8, a feeding cavity 9, a first feeding hole 10, a second feeding hole 11, an end sealing plate 12, a fourth mounting hole 13, a first mounting hole 14 and a second mounting hole 15.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-7, the present invention provides a technical solution: a formwork system for externally wrapping concrete on a steel beam construction site comprises a steel mould platform 1 and steel beams 2 arranged on the steel mould platform 1, wherein the steel mould platform 1 is a rectangular platform, two sides of the upper surface of the steel beams are provided with fixing holes, the steel beams 2 are of a beam body structure with an I-shaped section, two sides of each steel beam 2 are respectively provided with a first side mould 3 and a second side mould 4, two sides of each first side mould 3 and two sides of each second side mould 4 are respectively positioned and fixed through a limiting device 5, each limiting device 5 is of a box-shaped structure with an unsealed front side surface and an unsealed upper surface, the lower surface of each limiting device is provided with a first mounting hole 14, the upper end of the rear side surface of each first mounting hole is provided with a second mounting hole 15, the positions of the first mounting holes 14 correspond to the positions of the fixing holes on the steel mould platform 1, the first mounting holes are fixedly arranged in the fixing holes on the steel mould platform 1 through positioning bolts, the limiting devices, and the limiting devices 5 in the same group are symmetrically arranged, the second mounting holes 15 are connected through the screw rods 6, and the two ends of the screw rods 6 are positioned and fixed through positioning nuts.
Furthermore, the first side die 3 is of a box body structure with an unsealed front side surface, a reinforcing plate 7 is integrally cast and formed on the rear side wall, and a plurality of reinforcing plates 7 are arranged on the first side die 3 at equal intervals;
furthermore, a first feed inlet 10 is formed in the middle end of the upper surface of the first side die 3, a second feed inlet 11 is formed in the middle end of the back surface of the first side die, the middle end of the back surface of the first side die is close to the upper position, a feed cavity 9 is formed in the position of the first feed inlet by welding four baffles, the horizontal section of the feed cavity 9 is in an isosceles trapezoid shape, and the horizontal inclined plane of the feed cavity 9 is arranged in the isosceles trapezoid shape, so that the inclined plane of the feed cavity forms a die drawing inclination, and a worker can more simply and quickly unload the first side die 3 and the second side die 4;
furthermore, the side surfaces of two ends of the first side die 3 are provided with third mounting holes 8, the two ends of the first side die 3 are respectively provided with an end sealing plate 12, the plane of each end sealing plate 12 is formed by splicing two rectangles, the size of the smaller rectangular plane is matched with the cross section of the side notch of the steel beam 2, the position of the larger rectangular plane is provided with a fourth mounting hole 13, and the end sealing plates 12 are fixed on the first side die 3 through fixing bolts and fixing nuts;
furthermore, the second side mold 4 and the first side mold 3 are the same in structure and are symmetrically arranged, the second side mold 4 is fixedly provided with the structure which is the same as that of the first side mold 3, the first side mold 3 and the second side mold 4 are arranged, the end sealing plates 12 are arranged on the two side edges of the first side mold, and the feeding cavity structure is arranged in the middle of the first side mold, so that a worker can simultaneously wrap the two sides of the steel beam 2 with concrete, and compared with a traditional construction method, the construction period can be effectively shortened, and the purpose of improving the working efficiency is achieved;
the working principle is as follows: in practical use, a worker puts the steel beam 2 on the steel die table 1, then puts the steel beam, puts the first side die 3 and the second side die 4 on the front and back surfaces of the steel beam 2, then limits the positions of the first side die 3 and the second side die 4 through the limiting device 5, positions and fixes the lower end of the limiting device 5 through a positioning bolt, passes through a second mounting hole 15 at the upper end of the limiting device 5 through a screw rod 6, limits and fixes the two ends of the screw rod 6 through a positioning nut, then arranges end sealing plates 12 on the two sides of the first side die 3, positions and fixes the end sealing plates 12 through the fixing bolt and the fixing nut, then adds concrete mortar into the feeding cavity 9 from the first feeding hole 10, and allows the concrete mortar to enter a cavity formed by the steel beam 2 and the side die structure along the feeding cavity 9, and after the concrete is completely solidified, the first side die 3 and the second side die 4 are dismounted, and then the concrete part protruding from the feeding cavity 9 is cut off.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a template system of girder steel job site outsourcing concrete, includes steel mould platform (1) and girder steel (2) of setting on steel mould platform (1), its characterized in that: the steel mould platform (1) is a rectangular platform, fixing holes are formed in two sides of the upper surface of the steel mould platform, the steel beam (2) is of a beam body structure with an I-shaped section, a first side mould (3) and a second side mould (4) are respectively arranged on two sides of the steel beam (2), the two sides of the first side mould (3) and the second side mould (4) are respectively positioned and fixed through a limiting device (5), the limiting device (5) is of a box-packed structure with the front side surface and the upper surface not closed, a first mounting hole (14) is formed in the lower surface of the limiting device, a second mounting hole (15) is formed in the upper end of the rear side surface of the limiting device, the position of the first mounting hole (14) corresponds to the position of the fixing hole in the steel mould platform (1), the first mounting hole is fixedly mounted in the fixing hole in the steel mould platform (1) through a positioning bolt, the limiting devices (5) are provided with four limiting devices, and two limiting devices in the, and the limiting devices (5) in the same group are symmetrically arranged, the second mounting holes (15) are connected through the screw rods (6), and the two ends of each screw rod (6) are positioned and fixed through positioning nuts.
2. The formwork system for externally wrapping concrete on a steel beam construction site according to claim 1, wherein: the first side die (3) is of a box structure with an unsealed front side face, a reinforcing plate (7) is integrally cast and formed on the rear side wall, and a plurality of blocks are arranged on the first side die (3) at intervals of the reinforcing plate (7).
3. The formwork system for externally wrapping concrete on a steel beam construction site according to claim 2, wherein: first feed inlet (10) have been seted up to the upper surface middle position of first side form (3), and second feed inlet (11) have been seted up to the middle-end of its back by last position, and its position department forms feeding chamber (9) through four baffle welding, the horizontal cross-section of feeding chamber (9) is isosceles trapezoid.
4. The formwork system for externally wrapping concrete on a steel beam construction site according to claim 3, wherein: third mounting hole (8) have been seted up on the both ends side of first side form (3), and the both ends of first side form (3) all are provided with tip shrouding (12), the plane of tip shrouding (12) forms for two rectangle concatenations, and the size of less rectangular surface is identical with the side notch cross-section of girder steel (2), and great rectangle plane position department has seted up fourth mounting hole (13), and tip shrouding (12) are fixed on first side form (3) through fixing bolt and fixation nut.
5. The formwork system for externally wrapping concrete on a steel beam construction site according to claim 1, wherein: the second side die (4) and the first side die (3) are the same in structure and are symmetrically arranged, and the second side die (4) is fixedly provided with the same structure as the first side die (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021074526.1U CN212836695U (en) | 2020-06-12 | 2020-06-12 | Template system for externally wrapping concrete on steel beam construction site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021074526.1U CN212836695U (en) | 2020-06-12 | 2020-06-12 | Template system for externally wrapping concrete on steel beam construction site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212836695U true CN212836695U (en) | 2021-03-30 |
Family
ID=75173745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021074526.1U Active CN212836695U (en) | 2020-06-12 | 2020-06-12 | Template system for externally wrapping concrete on steel beam construction site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212836695U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756152A (en) * | 2021-10-09 | 2021-12-07 | 王占刚 | A template mechanism for concrete construction |
-
2020
- 2020-06-12 CN CN202021074526.1U patent/CN212836695U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756152A (en) * | 2021-10-09 | 2021-12-07 | 王占刚 | A template mechanism for concrete construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108590163A (en) | A kind of integrated molding aluminum alloy building template | |
| CN212836695U (en) | Template system for externally wrapping concrete on steel beam construction site | |
| CN101096862B (en) | Post-pouring type deformation device and construction method thereof | |
| CN212636080U (en) | Prefabricated coincide floor mould of accurate adjustable length | |
| CN203238548U (en) | Concrete pier template device | |
| CN211499312U (en) | Bolt type connection structure of partially-coated concrete combined shear wall | |
| CN211817935U (en) | Aluminum alloy building corner template | |
| CN208323723U (en) | A kind of pin-connected panel prefabricated panel mold | |
| CN208539499U (en) | Portable pre-buried electronic box support frame | |
| WO2016127275A1 (en) | Multi-purpose combined formwork | |
| CN207003720U (en) | A kind of assembled integral concrete shear force wall attachment structure | |
| CN208263082U (en) | Precast concrete square pile mold | |
| CN209958760U (en) | Aluminum alloy template and wood former connecting piece | |
| CN210389601U (en) | Precast concrete pile evaporates foster system | |
| WO2017092145A1 (en) | Recombined modular formwork of building | |
| CN217518150U (en) | Regularization corner arc beam slab template structure | |
| CN212027814U (en) | Prefabricated reinforced concrete bottom plate assembly | |
| CN220389775U (en) | Combined prefabricated wallboard die | |
| CN219235634U (en) | Floor mould | |
| CN211590626U (en) | Door and window die structure | |
| CN215331430U (en) | Tool type medium-sized steel formwork for hydro-junction | |
| CN204024051U (en) | The assembled column template of a kind of high-strength die mould of gradual change undergauge | |
| CN210828346U (en) | Anti-bank reinforcing apparatus | |
| CN216340856U (en) | Movable assembled large steel formwork | |
| CN215168004U (en) | Wall form for housing construction engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |