CN210086801U - Building templates quick assembly disassembly combined system - Google Patents
Building templates quick assembly disassembly combined system Download PDFInfo
- Publication number
- CN210086801U CN210086801U CN201920598986.5U CN201920598986U CN210086801U CN 210086801 U CN210086801 U CN 210086801U CN 201920598986 U CN201920598986 U CN 201920598986U CN 210086801 U CN210086801 U CN 210086801U
- Authority
- CN
- China
- Prior art keywords
- template
- fixedly connected
- main
- shear wall
- keel
- 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 discloses a building template quick assembly disassembly combined system, which comprises a main body template, a shear wall template and a top beam template; composite square timbers for fixing are arranged on the main body template, the shear wall template and the top beam template; the composite batten comprises a main keel and a secondary keel, and the main keel is fixedly connected with the secondary keel; the main keel is provided with a reinforcing device for reinforcing the main keel; the reinforcing device is fixedly connected with the main keel; the reinforcing device comprises a main body formwork reinforcing assembly, a shear wall formwork reinforcing assembly and a top beam formwork reinforcing assembly. The utility model discloses an adopt quick detach dress combination formula building templates, make things convenient for constructor to carry out the dismouting to building templates; meanwhile, the polymer anhydrous fiber super-strong composite template is adopted, so that the recycling rate of the building template can be improved.
Description
Technical Field
The utility model belongs to the technical field of the building templates application technique and specifically relates to a building templates quick assembly disassembly combined system is related to.
Background
The building template is a temporary supporting structure which is manufactured according to the design requirement, so that a concrete structure and a member are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the member is kept, and the self weight of the building template and the external load acting on the building template are borne; the purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost.
In the prior art, most building templates adopt common battens as keels of the building templates, adopt wood boards as templates and use steel pipes or the steel battens to fix the building templates around the templates; when the building template is used, because the fixing strength of the used common square timber is not enough, the common square timber needs to be fixed through a large number of steel pipes or steel beams, and the construction safety can be ensured; such a building template consumes a large amount of steel pipes or steel square materials, and is also inconvenient to disassemble in the later stage, so that the construction period is prolonged, and the construction progress is not facilitated.
It can be seen that the prior art is still in need of improvement and development.
Disclosure of Invention
In view of the not enough of above-mentioned prior art, the utility model aims to provide a building templates quick assembly disassembly combined system through adopting quick detach dress combination formula building templates, makes things convenient for constructor to carry out the dismouting to building templates, still can improve building templates's recycle ratio.
The utility model provides a technical scheme that technical problem adopted as follows:
the utility model provides a building template rapid dismounting and assembling combined system, which comprises a main body template, a shear wall template and a top beam template; composite square timbers for fixing are arranged on the main body template, the shear wall template and the top beam template;
the composite batten comprises a main keel and a secondary keel, and the main keel is fixedly connected with the secondary keel; the main keel is provided with a reinforcing device for reinforcing the main keel; the reinforcing device is fixedly connected with the main keel;
the reinforcing device comprises a main body template reinforcing component, a shear wall template reinforcing component and a top beam template reinforcing component; the main body template reinforcing component is fixedly connected with a main keel on the main body template; the shear wall template reinforcing component is fixedly connected with the main keel on the shear wall template; the top beam template reinforcing assembly is fixedly connected with the main keel on the top beam template.
Furthermore, the main body formwork reinforcing component comprises an outer external corner hoop, an inner internal corner hoop, a first connecting piece and a first U-shaped clamping groove; the outer external corner hoop, the inner internal corner hoop, the first connecting piece and the first U-shaped clamping groove are fixedly connected with the main keel on the main body formwork respectively.
Further, the shear wall template reinforcing component comprises a shear wall clamp, a second connecting piece and a second U-shaped clamping groove; the shear wall clamp, the second connecting piece and the second U-shaped clamping groove are fixedly connected with the main keel on the shear wall template respectively.
Further, the top beam template reinforcing component comprises a vertical upright rod, a transverse pull rod and an early-dismantling head jacking; the early-dismantling head top support is fixedly connected with a main keel on the top beam template, the vertical upright post is fixedly connected with the early-dismantling head top support, and the transverse pull rod is fixedly connected with the vertical upright post.
Further, bolt adjusting grooves are formed in the surfaces of the outer male corner hoop, the inner female corner hoop and the first connecting piece; the outer external corner hoop, the inner internal corner hoop and the first connecting piece are fixedly connected with the main keel on the main body formwork through bolt adjusting grooves on the surfaces of the outer external corner hoop, the inner internal corner hoop and the first connecting piece respectively.
Further, the surface of first U type draw-in groove is provided with the fixed orifices, first U type draw-in groove pass through the fixed orifices with main joist fixed connection on the main part template.
Further, the second connecting piece has the same structure as the first connecting piece; the second U-shaped clamping groove and the first U-shaped clamping groove are identical in structure.
Furthermore, the early-dismantling head jacking comprises a jacking column, a jacking and a height adjusting screw rod; the top pillar is fixedly connected with the top beam template, the height adjusting screw is fixedly connected with the top pillar, and the top support is fixedly connected with the main keel on the top beam template.
Further, a height adjusting nut is matched with the height adjusting screw rod and arranged below the jacking support, and the height adjusting nut is in threaded connection with the height adjusting screw rod.
Further, the main body template, the shear wall template and the top beam template are all polymer non-aqueous fiber super-strong composite templates; the composite square wood is polymer anhydrous fiber super-strong composite square wood.
The utility model discloses the technical scheme who adopts has following beneficial effect:
the utility model provides a building template rapid dismounting combined system, which adopts a main body template, a shear wall template and a top beam template to form a building template system, so that the templates are mutually independent and convenient to mount and dismount; meanwhile, the main body template, the shear wall template and the top beam template are all provided with composite square timbers, and the composite square timbers are used as main keels and secondary keels of the templates, so that the supporting strength of the templates is ensured, and the later-stage disassembly of the templates is facilitated; moreover, a reinforcing device is arranged on the main keel to form a reinforcing system for further reinforcing the main keel; the utility model discloses an adopt quick detach dress combination formula building templates, make things convenient for constructor to carry out the dismouting to building templates; meanwhile, the polymer anhydrous fiber super-strong composite template is adopted, so that the recycling rate of the building template can be improved.
Drawings
Fig. 1 is a schematic structural view of the combined system for quickly assembling and disassembling building templates of the present invention.
Fig. 2 is a schematic structural diagram of a top beam template 500 in the combined system for quickly assembling and disassembling building templates according to the present invention.
Fig. 3 is an enlarged schematic view of a portion a in fig. 2.
Fig. 4 is a schematic structural diagram of a main form 100 (first view angle) in the combined system for quickly disassembling and assembling building forms according to the present invention.
Fig. 5 is an enlarged schematic view of a portion B in fig. 4.
Fig. 6 is a schematic structural diagram of a main form 100 (second view angle) in the combined system for quickly disassembling and assembling building forms according to the present invention.
Fig. 7 is a schematic structural view of a shear wall 400 in a combined system for quickly assembling and disassembling building templates according to the present invention.
In the figure:
100. a main body template; 200. compounding wood blocks; 300. a reinforcement device; 400. a shear wall form; 500. a top beam template; 210. a main keel; 220. a secondary keel; 310. an outer external corner hoop; 320. an inner reentrant corner hoop; 330. a shear wall clip; 340. a first connecting member; 350. a first U-shaped slot; 380. a vertical upright rod; 381. a transverse pull rod; 390. early disassembling the head and jacking; 391. a top pillar; 392. jacking; 393. a height adjusting screw; 394. and a height adjusting nut.
Detailed Description
The utility model provides a building templates quick assembly disassembly combined system, for making the utility model discloses a purpose, technical scheme and effect are clearer, clear and definite, and it is right that the following reference is made to the drawing and the example is lifted the utility model discloses further detailed description. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example (b):
as shown in fig. 1, the utility model provides a building template quick assembly disassembly combined system, which comprises a main body template 100, a shear wall template 400 and a top beam template 500; the surfaces of the main body formwork 100, the shear wall formwork 400 and the top beam formwork 500 are all provided with composite battens 200 for fixing, and the composite battens 200 are fixedly connected with the formwork where the composite battens are located.
Further, the composite batten 200 comprises a main keel 210 and a secondary keel 220 (as shown in fig. 4 to 7), wherein the main keel 210 is fixedly connected with the secondary keel 220; the main keel 210 is provided with a reinforcing device 300 for reinforcing the main keel 210, and the reinforcing device 300 is fixedly connected with the main keel 210.
Further, the reinforcing apparatus 300 includes a main body formwork reinforcing component (not labeled), a shear wall formwork reinforcing component (not labeled), and a top beam formwork reinforcing component (not labeled); the main body formwork reinforcing assembly, the shear wall formwork reinforcing assembly and the top beam formwork reinforcing assembly are fixedly connected with the main keels 210 on the respective formworks; namely, the main body formwork reinforcing component is fixedly connected with the main keel 210 on the main body formwork 100; the shear wall template reinforcing component is fixedly connected with the main keel 210 on the shear wall template 400; the top beam formwork reinforcing assembly is fixedly connected with the main keel 210 on the top beam formwork 500.
In this embodiment, the main body formwork 100, the shear wall formwork 400 and the top beam formwork 500 are polymer anhydrous fiber super-strong composite formworks, which have good stability, high bearing capacity and convenient installation and disassembly, and the materials can be recycled to save cost; correspondingly, the composite batten 200 is also made of polymer anhydrous fiber super-strong composite batten; the shear wall template 400 comprises a shear wall standard template and a shear wall non-standard template; the header formwork 500 includes a header standard formwork and a header non-standard formwork.
Fixing the main body template 100, the shear wall template 400 and the top beam template 500 by building a composite batten 200; the built composite batten 200 mainly comprises a main keel 210 and a secondary keel 220, wherein the main keel 210 is a transverse batten, and the secondary keel 220 is a longitudinal batten; the combined building template has special positions such as an external corner, an internal corner, a shear wall and the like; the main runners 210 and cross runners 220 in these locations require sufficient support to hold the respective forms in place; therefore, the present embodiment provides the reinforcing means 300 on the main runners 210 of the forms for reinforcement to further reinforce the main runners 210 of the forms.
Further, as shown in fig. 4, 5 and 6, the main form reinforcing assembly includes an outer male corner hoop 310, an inner female corner hoop 320, a first connecting member 340 and a first U-shaped slot 350; the outer male corner hoop 310, the inner female corner hoop 320, the first connecting member 340 and the first U-shaped slot 350 are respectively and fixedly connected to the main keel 210 of the main formwork 100.
Specifically, as shown in fig. 4, the outer male corner hoop 310 is in an L shape; the outer external corner hoop 310 is arranged at the position of the external corner of the main body formwork 100, and the outer external corner hoop 310 is fixedly connected with the main keel 210 on the external corner through bolts (not labeled); a bolt adjusting groove (not labeled) is arranged on the surface of the outer external corner hoop 310, and correspondingly, a bolt fixing hole (not shown) is arranged on the main keel 210 at a corresponding position; the outer external corner hoop 310 can be fixed by passing a bolt through the bolt adjusting groove and the bolt fixing hole; when aiming at different types of building templates, the distances between the main keels 210 are different, and the distances between the secondary keels 220 are also different, so that the positions of the bolt fixing holes in the main keels 210 can be matched by adjusting the positions of bolts in the bolt adjusting grooves.
Specifically, as shown in fig. 6, the inner reentrant corner hoop 320 is L-shaped; the inner internal corner hoop 320 is arranged at the position of the inner internal corner of the main body formwork 100, and the inner internal corner hoop 320 is fixedly connected with the main keel 210 on the inner internal corner through bolts; of course, the surface of the internal reentrant corner hoop 320 is also provided with a bolt adjusting groove; the fixing manner of the inner female angle hoop 320 is the same as that of the outer male angle hoop 310, and therefore, the description thereof is omitted.
Specifically, as shown in fig. 5, the first connecting member 340 is disposed at a joint of two main keels 210, and the two main keels 210 can be fixed by fixedly connecting one end of the first connecting member 340 to one main keel 210 and then fixedly connecting the other end of the first connecting member 340 to the other main keel 210; of course, bolt adjusting grooves are also formed on the surface of the first connecting member 340, and the first connecting member 340 is also fixed in the same way as the outer male corner hoop 310.
Specifically, as shown in fig. 5, the first U-shaped slot 350 is disposed at the intersection position of the main keel 210 and the secondary keel 220, and fixedly connects the main keel 210 and the secondary keel 220 together at the intersection position of the main keel 210 and the secondary keel 220; since the main runners 210 intersect with the cross runners 220 at a plurality of positions, a plurality of first U-shaped slots 350 are required to be arranged for fixing, so as to ensure the strength of the composite batten 200.
Of course, a fixing hole (not shown) for fixing is provided on the surface of the U-shaped slot 350, and the diameter of the fixing hole is adapted to the diameter of the bolt;
further, as shown in fig. 7, the shear wall formwork reinforcing component includes a shear wall clip 330, a second connecting member (not labeled), and a second U-shaped slot (not labeled); the shear wall clip 330, the second connecting member and the second U-shaped slot are respectively and fixedly connected to the main keel 210 of the shear wall form 400.
Specifically, as shown in fig. 7, the shear wall clip 330 is L-shaped; the shear wall clips 330 are arranged at the wall head of the shear wall template 400, and the shear wall clips 330 are fixedly connected with the main keels 210 on the shear wall template 400 through bolts.
Specifically, the shear wall clips 330 are symmetrically arranged, and the symmetrically arranged shear wall clips 330 are respectively arranged at the front side and the back side of the shear wall template 400; the surface of each shear wall clip 330 is provided with a bolt adjusting groove and a fixing hole; the fixing hole is used for installing a bolt so as to position and fix one end of the shear wall clamp 330; the other end of the shear wall clip 330 is fixed by a bolt adjusting groove.
Specifically, the second connecting member has the same structure as the first connecting member 340, and is used for connecting the main runners 210 on the shear wall formwork 400; the second U-shaped slot has the same structure as the first U-shaped slot 350, and is used for fixing the intersection of the main keel 210 and the cross keel 220 on the shear wall form 400 to enhance the stability of the intersection.
Further, as shown in fig. 2 and 3, the top beam formwork reinforcing assembly includes a vertical upright 380, a horizontal pull rod 381, and an early-dismantling head support 390; the early-dismantling head top support 390 is fixedly connected with the main keel 210 on the top beam template 500, the vertical upright rod 380 is fixedly connected with the early-dismantling head top support 390, and the transverse pull rod 381 is fixedly connected with the vertical upright rod 380.
The vertical upright rods 380 are used for supporting the early-dismantling head jacking 390 so that the early-dismantling head jacking 390 can jack against the top beam formwork 500; the lateral tie rod 381 is used for laterally fixing each vertical upright 380 to prevent the vertical upright 380 from inclining or collapsing.
Specifically, as shown in fig. 3, the early-dismantling head jack 390 comprises a jack 391, a jack 392 and a height adjusting screw 393; wherein the top pillar 391 is fixedly connected with the top beam template 500; the height adjusting screw 393 is fixedly connected with the top column 391; the top bracket 392 is fixedly connected to the main joist 210 of the top beam form 500.
Of course, a height adjusting nut 394 is adapted to the height adjusting screw 393; the height adjusting nut 394 is arranged below the top support 392, and can be used for supporting and adjusting the height of the top support 392, so that the top support 392 can support the main keel 210 on the top beam template 500 through the adjusting action of the height adjusting nut 394; the height adjustment nut 394 is threadably connected to the height adjustment screw 393.
Preferably, in this embodiment, the lengths of the bolt adjusting grooves on the surfaces of the outer male corner hoop 310, the inner female corner hoop 320, the shear wall clip 330 and the first connecting member 340 can be set according to actual needs, and the widths of the bolt adjusting grooves are adapted to the diameters of the bolts.
Compared with the building template in the prior art, in the embodiment, the main keel 210 and the secondary keel 220 are reinforced at special positions of the building template, such as an external corner, an internal corner, a shear wall and the like, so that the strength of the positions is ensured; meanwhile, since the polymer anhydrous fiber super-strong composite square wood is used as the main keel 210 and the secondary keel 220, the strength is sufficient, so that the material used in the reinforcing device 300 is reduced; and in reinforcing apparatus 300, can fix through the bolt, made things convenient for installation and dismantlement.
In summary, the utility model provides a building template rapid dismounting and mounting combined system, which adopts the main body template, the shear wall template and the top beam template to form a building template system, so that the templates are mutually independent and convenient to mount and dismount; meanwhile, the main body template, the shear wall template and the top beam template are all provided with composite square timbers, and the composite square timbers are used as main keels and secondary keels of the templates, so that the supporting strength of the templates is ensured, and the later-stage disassembly of the templates is facilitated; moreover, a reinforcing device is arranged on the main keel to form a reinforcing system for further reinforcing the main keel; the utility model discloses an adopt quick detach dress combination formula building templates, make things convenient for constructor to carry out the dismouting to building templates; meanwhile, the polymer anhydrous fiber super-strong composite template is adopted, so that the recycling rate of the building template can be improved.
It is to be understood that the invention is not limited to the above-described embodiments, and that modifications and variations may be made by those skilled in the art in light of the above teachings, and all such modifications and variations are intended to be included within the scope of the invention as defined in the appended claims.
Claims (10)
1. A building template quick assembly disassembly combined system is characterized by comprising a main body template, a shear wall template and a top beam template; composite square timbers for fixing are arranged on the main body template, the shear wall template and the top beam template;
the composite square timber comprises a main keel and a secondary keel, wherein the main keel is fixedly connected with the secondary keel; the main keel is provided with a reinforcing device for reinforcing the main keel; the reinforcing device is fixedly connected with the main keel;
the reinforcing device comprises a main body template reinforcing component, a shear wall template reinforcing component and a top beam template reinforcing component; the main body template reinforcing component is fixedly connected with a main keel on the main body template; the shear wall template reinforcing component is fixedly connected with the main keel on the shear wall template; the top beam template reinforcing assembly is fixedly connected with the main keel on the top beam template.
2. The building template quick assembly disassembly combined system of claim 1, wherein the main form reinforcement assembly comprises an outer male corner hoop, an inner female corner hoop, a first connector and a first U-shaped slot; the outer external corner hoop, the inner internal corner hoop, the first connecting piece and the first U-shaped clamping groove are fixedly connected with the main keel on the main body formwork respectively.
3. The building template quick assembly disassembly combined system of claim 1, wherein the shear wall template reinforcement component comprises a shear wall clip, a second connecting piece and a second U-shaped slot; the shear wall clamp, the second connecting piece and the second U-shaped clamping groove are fixedly connected with the main keel on the shear wall template respectively.
4. The building template quick assembly disassembly combined system of claim 1, wherein the top beam template reinforcement assembly comprises a vertical upright, a transverse pull rod, and an early disassembly head jacking; the early-dismantling head top support is fixedly connected with a main keel on the top beam template, the vertical upright post is fixedly connected with the early-dismantling head top support, and the transverse pull rod is fixedly connected with the vertical upright post.
5. The building template quick assembly disassembly combined system of claim 2, wherein the outer male corner hoop, the inner female corner hoop and the surface of the first connecting piece are provided with bolt adjusting grooves; the outer external corner hoop, the inner internal corner hoop and the first connecting piece are fixedly connected with the main keel on the main body formwork through bolt adjusting grooves on the surfaces of the outer external corner hoop, the inner internal corner hoop and the first connecting piece respectively.
6. The building formwork quick assembly disassembly combined system of claim 2, wherein a fixing hole is formed in the surface of the first U-shaped clamping groove, and the first U-shaped clamping groove is fixedly connected with the main keel on the main formwork through the fixing hole.
7. The building template quick assembly disassembly combined system of claim 3, wherein the second connector is structurally identical to the first connector; the second U-shaped clamping groove and the first U-shaped clamping groove are identical in structure.
8. The building template quick assembly disassembly combined system of claim 4, wherein the early-disassembly head jacking comprises a jacking column, a jacking and a height adjusting screw; the top pillar is fixedly connected with the top beam template, the height adjusting screw is fixedly connected with the top pillar, and the top support is fixedly connected with the main keel on the top beam template.
9. The building template quick assembly disassembly combined system of claim 8, wherein a height adjusting nut is adapted on the height adjusting screw, the height adjusting nut is arranged below the jacking, and the height adjusting nut is in threaded connection with the height adjusting screw.
10. The building template quick assembly disassembly combined system of claim 1, wherein the main body template, the shear wall template and the top beam template are all polymer non-aqueous fiber super-strong composite templates; the composite square wood is polymer anhydrous fiber super-strong composite square wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920598986.5U CN210086801U (en) | 2019-04-28 | 2019-04-28 | Building templates quick assembly disassembly combined system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920598986.5U CN210086801U (en) | 2019-04-28 | 2019-04-28 | Building templates quick assembly disassembly combined system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210086801U true CN210086801U (en) | 2020-02-18 |
Family
ID=69476527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920598986.5U Active CN210086801U (en) | 2019-04-28 | 2019-04-28 | Building templates quick assembly disassembly combined system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210086801U (en) |
-
2019
- 2019-04-28 CN CN201920598986.5U patent/CN210086801U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112696012A (en) | Wall column template device capable of being spliced | |
| CN210086801U (en) | Building templates quick assembly disassembly combined system | |
| CN116201351A (en) | Assembled reinforced concrete post-pouring strip template supporting system | |
| CN214531596U (en) | Steel stair and building | |
| CN215330816U (en) | Steel bar truss floor support plate supporting structure | |
| CN215254596U (en) | Wall column template device capable of being spliced | |
| CN214658863U (en) | Long inclined plane fair-faced concrete formwork support system with inclination angle larger than 45 degrees | |
| CN214498388U (en) | Assembled overhanging formwork support bent | |
| CN213538700U (en) | Supporting structure for concrete construction of cantilever end of steel-concrete composite beam bridge | |
| CN214656409U (en) | Bridge deck pavement formwork support and mounting tool | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN210067436U (en) | Formwork support for steel structure floor slab construction | |
| CN214117495U (en) | Aluminum mould system for building | |
| CN219528403U (en) | Detachable beam template for building | |
| CN210105293U (en) | Novel flitch is as reinforcement system of template main joist | |
| CN217461179U (en) | High-strength box type column steel component | |
| CN108457193A (en) | Box beam skew web plate formwork erecting structure and its erection method | |
| CN216446506U (en) | Building template for processing hollow square stand column | |
| CN217537864U (en) | Large-span board of encorbelmenting faces limit formwork device | |
| CN219568993U (en) | Static load test benchmark roof beam convenient to adjust | |
| CN219951726U (en) | Concrete cap beam reinforced and repaired by bonding steel | |
| CN217078475U (en) | Prestressed concrete continuous slab bridge reinforced structure | |
| CN218952751U (en) | Operation platform for hollow building construction | |
| CN219587208U (en) | Reverse bank template reinforcing apparatus | |
| CN216587872U (en) | Supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |