CN213626629U - High-strength building template - Google Patents

High-strength building template Download PDF

Info

Publication number
CN213626629U
CN213626629U CN202022038234.9U CN202022038234U CN213626629U CN 213626629 U CN213626629 U CN 213626629U CN 202022038234 U CN202022038234 U CN 202022038234U CN 213626629 U CN213626629 U CN 213626629U
Authority
CN
China
Prior art keywords
basic unit
base layer
transverse
longitudinal
high strength
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
Application number
CN202022038234.9U
Other languages
Chinese (zh)
Inventor
刘一樑
赵松松
马军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Hongjian Construction Engineering Co ltd
Original Assignee
Shanghai Hongjian Construction Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Hongjian Construction Engineering Co ltd filed Critical Shanghai Hongjian Construction Engineering Co ltd
Priority to CN202022038234.9U priority Critical patent/CN213626629U/en
Application granted granted Critical
Publication of CN213626629U publication Critical patent/CN213626629U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model relates to a building templates of high strength relates to the field of building engineering technique, and it includes first basic unit and second basic unit, is provided with the enhancement layer between first basic unit and the second basic unit, and one side and the first basic unit relatively fixed of enhancement layer, the opposite side and the second basic unit relatively fixed of enhancement layer, and the enhancement layer is the vertical state including horizontal reinforcement and vertical reinforcement between horizontal reinforcement and the vertical reinforcement. The template has the advantages of being high in strength and not prone to breaking and deformation.

Description

High-strength building template
Technical Field
The application relates to the field of constructional engineering technology, in particular to a high-strength building template.
Background
The existing building template is a temporary supporting structure, which is manufactured according to the design requirements, 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. Briefly, a building form is a concrete cast form of formwork and support.
The formwork in the related art is frequently impacted during a concrete pouring process or a disassembling process.
In view of the above-mentioned related art, the inventors consider that there is a defect in the related art that the strength of the template is low, and deformation or fracture may occur when an impact is applied.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that the template intensity is lower and takes place deformation and fracture easily, this application provides a high strength building templates.
The application provides a building templates of high strength adopts following technical scheme:
the utility model provides a building templates of high strength, includes first basic unit and second basic unit, is provided with the enhancement layer between first basic unit and the second basic unit, and one side and the first basic unit relatively fixed of enhancement layer, the opposite side and the second basic unit relatively fixed of enhancement layer, the enhancement layer is including horizontal reinforcement and vertical reinforcement, is the vertical state between horizontal reinforcement and the vertical reinforcement.
Through adopting above-mentioned technical scheme, the design of horizontal reinforcement and vertical reinforcement can increase the intensity of first basic unit and second basic unit, and perpendicular design between horizontal reinforcement and the vertical reinforcement can be so that keeping under the condition that the quality is lighter, has improved the intensity of first basic unit and second basic unit as far as for building templates should not take place to warp and break when receiving the impact force.
Preferably, the transverse reinforcing member includes a plurality of transverse reinforcing ribs, and the plurality of transverse reinforcing ribs are connected and fixed between the first base layer and the second base layer in a zigzag state.
Through adopting above-mentioned technical scheme, the design of horizontal strengthening rib relies on triangular stability principle to improve the intensity of first basic unit and second basic unit for take place deformation or fracture when the building templates of this application is difficult for receiving the impact force.
Preferably, the longitudinal reinforcing member includes a plurality of longitudinal reinforcing ribs, and the plurality of longitudinal reinforcing ribs are connected and fixed between the first base layer and the second base layer in a zigzag state.
Through adopting above-mentioned technical scheme, the design of vertical strengthening rib relies on triangular stability principle to improve the intensity of first basic unit and second basic unit for take place deformation or fracture when the building templates of this application is difficult for receiving the impact force.
Preferably, the joint of the transverse reinforcing rib and the first base layer and the joint of the transverse reinforcing rib and the second base layer are both provided with transverse reinforcing plates.
Through adopting above-mentioned technical scheme, horizontal reinforcing plate can improve the intensity of horizontal strengthening rib and first basic unit and second basic unit junction, and then has improved the intensity of this application building templates.
Preferably, the joint of the longitudinal reinforcing rib and the first base layer and the joint of the longitudinal reinforcing rib and the second base layer are both provided with longitudinal reinforcing plates.
Through adopting above-mentioned technical scheme, vertical reinforcing plate can improve the intensity of vertical strengthening rib and first basic unit and second basic unit junction, and then has improved the intensity of this application building templates.
Preferably, a connecting rod is arranged between the transverse reinforcing plate and the longitudinal reinforcing plate, one end of the connecting rod is fixedly connected with the transverse reinforcing plate, and the other end of the connecting rod is fixedly connected with the longitudinal reinforcing plate.
Through adopting above-mentioned technical scheme, the setting up of connecting rod can increase the joint strength between horizontal reinforcing plate and the vertical reinforcing plate, and then has improved joint strength between first basic unit and the second basic unit, has improved the anti performance of rolling over of enhancement layer.
Preferably, the transverse reinforcing plate is arranged right opposite to the longitudinal reinforcing plate.
Through adopting above-mentioned technical scheme, just setting up of horizontal reinforcing plate and vertical reinforcing plate for first basic unit and second basic unit when receiving the impact force, the atress that horizontal reinforcing plate and vertical reinforcing plate can be even has reduced the condition emergence of template buckle because of the atress is uneven brought, and the power that horizontal reinforcing plate received can transmit for vertical reinforcing plate through the connecting rod, thereby makes the atress that whole template can be even, has reduced the condition of buckling because of the impact force.
Preferably, the edge of first basic unit and second basic unit all is provided with the protection shield all around, the one end and the first basic unit fixed connection of protection shield, the other end and the second basic unit fixed connection of protection shield, and two mutual just right one side of protection shield are the arc form, and the arc arch of two mutual just right protection shields is the direction of orientation each other.
By adopting the technical scheme, the design of the protective plate can reduce the corrosion damage to the internal structure of the reinforcing layer caused by the external impurities entering the reinforcing layer; the arc-shaped surface design of the protection board can increase the bending strength of the protection board and reduce the occurrence of bending deformation of the protection board in the using process.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the design of the transverse reinforcing ribs improves the strength of the first base layer and the second base layer through the triangular stabilizing principle, so that the building template is not easy to deform and break in the using process;
2. the design of the longitudinal reinforcing ribs improves the strength of the first base layer and the second base layer through the triangular stabilization principle, so that the building template is not easy to deform and break in the using process;
3. the arc-shaped surface design of the protection board can increase the bending strength of the protection board and reduce the occurrence of bending deformation of the protection board in the using process.
Drawings
FIG. 1 is a schematic structural view of a high strength building panel in an embodiment of the present application;
FIG. 2 is a schematic cross-sectional view of a high strength building panel in an embodiment of the present application;
FIG. 3 is a schematic cross-sectional view taken along plane A-A of FIG. 1;
fig. 4 is a schematic cross-sectional view taken along plane B-B of fig. 1.
Description of reference numerals: 1. a first base layer; 2. a reinforcing layer; 21. a transverse stiffener; 211. transverse reinforcing ribs; 212. a transverse stiffener; 22. a longitudinal stiffener; 221. longitudinal reinforcing ribs; 222. a longitudinal reinforcing plate; 23. a connecting rod; 24. preventing plate folding; 3. a second base layer; 4. a protection plate; 5. a transverse tip; 6. a transverse bottom end; 7. a longitudinal tip; 8. a longitudinal bottom end.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses building templates of high strength.
Referring to fig. 1 and 2, a high-strength building template includes a first base layer 1, a reinforcing layer 2 and a second base layer 3, wherein the reinforcing layer 2 is disposed between the first base layer 1 and the second base layer 3, the preferred material for disposing the first base layer 1 and the second base layer 3 in the embodiment is an aluminum alloy, the specific model is 6063 alloy, and the 6063 alloy is high in strength and light in weight and widely used for building profiles. Adopt the aluminum alloy as first basic unit 1 and second basic unit 3's material, can reduce the weight of template when guaranteeing template high strength to be convenient for operating personnel to the construction of template, the design of enhancement layer 2 can improve first basic unit 1 and second basic unit 3's intensity, and then has improved the intensity of template, has reduced the template and has taken place to warp or cracked condition emergence because of the impact force effect down.
Referring to fig. 2, the reinforcing layer 2 includes a transverse reinforcing member 21 and a longitudinal reinforcing member 22.
Referring to fig. 2 and 3, the transverse reinforcing member 21 includes a plurality of transverse reinforcing ribs 211 and a plurality of transverse reinforcing plates 212, the plurality of transverse reinforcing ribs 211 are arranged between the first base layer 1 and the second base layer 3 in a zigzag connection manner, the zigzag tip formed by the plurality of transverse reinforcing ribs 211 is arranged as a transverse top end 5 close to the first base layer 1, the zigzag tip formed by the plurality of transverse reinforcing ribs 211 is arranged as a transverse bottom end 6 close to the second base layer 3, the transverse reinforcing plates 212 are arranged at the transverse top end 5 and the transverse bottom end 6, the transverse reinforcing ribs 211 and the transverse reinforcing plates 212 which are arranged in the preferred embodiment are made of steel, the bending strength of the steel is better suitable for the reinforcing function of the reinforcing layers 2, one end of each transverse reinforcing plate 212 is welded and fixed with the first base layer 1 and the second base layer 3, and one side of each transverse reinforcing plate 212 departing from the first base layer 1 or the. The zigzag design of horizontal strengthening rib 211 separates into a plurality of triangle-shaped's shape with the space between first basic unit 1 and the second basic unit 3, and through triangle-shaped's stable principle, horizontal strengthening rib 211 has improved first basic unit 1 and second basic unit 3's intensity, and then has improved the intensity of template, has reduced the template because of receiving the cracked condition of emergence deformation or under the effect of impact force, has improved the stability in use and the life-span of template. The design of the transverse reinforcing plate 212 can improve the strength of the joint of the transverse reinforcing rib 211 and the first base layer 1 and the second base layer 3, reduce the deformation and fracture of the joint of the transverse reinforcing rib 211 and the first base layer 1 and the second base layer 3, and further improve the strength of the template.
Referring to fig. 2 and 4, the longitudinal reinforcement 22 includes a plurality of longitudinal reinforcing ribs 221 and a plurality of longitudinal reinforcing plates 222, the plurality of longitudinal reinforcing ribs 221 are arranged between the first base layer 1 and the second base layer 3 in a zigzag connection manner, the zigzag tip formed by the plurality of longitudinal reinforcing ribs 221 is arranged as a longitudinal top end 7 close to the first base layer 1, the zigzag tip formed by the plurality of longitudinal reinforcing ribs 221 is arranged as a longitudinal bottom end 8 close to the second base layer 3, the longitudinal reinforcing plates 222 are arranged at the longitudinal top end 7 and the longitudinal bottom end 8, the longitudinal reinforcing ribs 221 and the longitudinal reinforcing plates 222 are preferably made of steel, the bending strength of the steel is better suitable for the reinforcing function of the reinforcing layer 2, one end of the longitudinal reinforcing plates 222 is welded and fixed with the first base layer 1 and the second base layer 3, and one side of the longitudinal reinforcing plates 222 departing from the first base layer 1 or the second base layer 3 is welded and fixed. The zigzag design of the longitudinal reinforcing ribs 221 separates the space between the first base layer 1 and the second base layer 3 into a plurality of triangular shapes, and through the triangular stabilization principle, the longitudinal reinforcing ribs 221 improve the strength of the first base layer 1 and the second base layer 3, so that the strength of the template is improved, the condition that the template deforms or breaks under the action of impact force is reduced, and the service stability and the service life of the template are improved. The design of the longitudinal reinforcing plate 222 can improve the strength of the joint of the longitudinal reinforcing rib 221 and the first base layer 1 and the second base layer 3, reduce the deformation and fracture of the joint of the longitudinal reinforcing rib 221 and the first base layer 1 and the second base layer 3, and further improve the strength of the formwork.
Referring to fig. 2, in the present embodiment, the transverse top end 5 of the transverse reinforcing rib 211 is opposite to the longitudinal bottom end 8 of the longitudinal reinforcing rib 221, the transverse reinforcing plate 212 is opposite to the longitudinal reinforcing plate 222, and the transverse reinforcing plate 212 and the longitudinal reinforcing plate 222 are opposite to each other, so that when the first base layer 1 and the second base layer 3 are subjected to an impact force, the transverse reinforcing plate 212 and the longitudinal reinforcing plate 222 can be uniformly stressed, and the occurrence of template bending caused by uneven stress is reduced. A connecting rod 23 is connected between the transverse reinforcing plate 212 and the longitudinal reinforcing plate 222, and two ends of the connecting rod 23 are respectively welded and fixed with the transverse reinforcing plate 212 and the longitudinal reinforcing plate 222. In the present embodiment, the material of the connecting rod 23 is preferably steel, and the connecting rod 23 is a hollow tubular structure to reduce the weight of the connecting rod 23 while ensuring the strength. The force applied to the transverse reinforcing plate 212 can be transmitted to the longitudinal reinforcing plate 222 through the connecting rods 23, so that the whole template can be uniformly stressed, and the bending condition of the template due to impact force is reduced.
Referring to fig. 2, the edge of first basic unit 1 and second basic unit 3 all is provided with protection shield 4 all around, one side and the first basic unit 1 welded fastening that protection shield 4 is close to first basic unit 1, one side and the second basic unit 3 welded fastening that protection shield 4 is close to second basic unit 3, the protection shield 4 that sets up of this embodiment preferred adopts the aluminum alloy material to make, two protection shields 4 each other just right one side is the arc, two each other just right arc archs of protection shield 4 are the direction of orientation each other. The arc-shaped surface design of the protection plate 4 can increase the bending strength of the protection plate 4, and reduces the occurrence of bending deformation of the protection plate 4 in the using process.
The implementation principle of the high-strength building template in the embodiment of the application is as follows: the upper reinforcing layer 2 is welded and fixed between the first base layer 1 and the second base layer 3, the strength of the first base layer 1 and the strength of the second base layer 3 are increased through the design of the reinforcing layer 2, the deformation resistance and the fracture resistance of the template are improved, deformation and fracture are not prone to occurring under the action of impact force in the using process of the template, and the service life of the template is prolonged.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A high strength building template characterized in that: including first basic unit (1) and second basic unit (3), be provided with between first basic unit (1) and the second basic unit (3) enhancement layer (2), one side and first basic unit (1) relatively fixed of enhancement layer (2), the opposite side and second basic unit (3) relatively fixed of enhancement layer (2), enhancement layer (2) are including horizontal reinforcement (21) and vertical reinforcement (22), are the vertical state between horizontal reinforcement (21) and vertical reinforcement (22).
2. A high strength building panel as defined in claim 1, wherein: the transverse reinforcing piece (21) comprises a plurality of transverse reinforcing ribs (211), and the plurality of transverse reinforcing ribs (211) are connected and fixed between the first base layer (1) and the second base layer (3) in a sawtooth state.
3. A high strength building panel as defined in claim 2, wherein: the longitudinal reinforcing piece (22) comprises a plurality of longitudinal reinforcing ribs (221), and the longitudinal reinforcing ribs (221) are connected and fixed between the first base layer (1) and the second base layer (3) in a sawtooth state.
4. A high strength building panel as defined in claim 3, wherein: the junction of the transverse reinforcing rib (211) and the first base layer (1) and the junction of the transverse reinforcing rib (211) and the second base layer (3) are both provided with transverse reinforcing plates (212).
5. A high strength building panel as defined in claim 4, wherein: and the joint of the longitudinal reinforcing rib (221) and the first base layer (1) and the joint of the longitudinal reinforcing rib (221) and the second base layer (3) are both provided with longitudinal reinforcing plates (222).
6. A high strength building panel as defined in claim 5, wherein: the transverse reinforcing plate (212) is arranged opposite to the longitudinal reinforcing plate (222).
7. A high strength building panel as defined in claim 5, wherein: a connecting rod (23) is arranged between the transverse reinforcing plate (212) and the longitudinal reinforcing plate (222), one end of the connecting rod (23) is fixedly connected with the transverse reinforcing plate (212), and the other end of the connecting rod (23) is fixedly connected with the longitudinal reinforcing plate (222).
8. A high strength building panel as defined in claim 1, wherein: the edge of first basic unit (1) and second basic unit (3) is located all around and is provided with protection shield (4), the one end side and first basic unit (1) fixed connection of protection shield (4), the opposite side and second basic unit (3) fixed connection of protection shield (4), and two mutual just right one side of protection shield (4) are the arc form, and the arc arch of two mutual just right protection shield (4) is the direction of orientation each other.
CN202022038234.9U 2020-09-17 2020-09-17 High-strength building template Active CN213626629U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022038234.9U CN213626629U (en) 2020-09-17 2020-09-17 High-strength building template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022038234.9U CN213626629U (en) 2020-09-17 2020-09-17 High-strength building template

Publications (1)

Publication Number Publication Date
CN213626629U true CN213626629U (en) 2021-07-06

Family

ID=76649548

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022038234.9U Active CN213626629U (en) 2020-09-17 2020-09-17 High-strength building template

Country Status (1)

Country Link
CN (1) CN213626629U (en)

Similar Documents

Publication Publication Date Title
CN107143145A (en) A kind of steel truss structure segmentation overhead connection and synchronous discharging method
CN213626629U (en) High-strength building template
CN209837676U (en) Building stand pours template with outside braced frame
CN109235235B (en) Longitudinal connection method for main beams at continuous part of steel-concrete composite bridge deck
CN219753703U (en) Structure beam column node reinforcing bar anchor structure
CN106638265A (en) Steel reinforced concrete beam rigid framework bridge
CN214832022U (en) Supporting device for preventing and controlling down-warping of box girder
KR200386508Y1 (en) Prestressed steel beam composed by coupling the lower girder imtroduced with compressive force and the upper girder introduced with tensile force
CN102704490B (en) Assembled waist rail
KR100559764B1 (en) Steel girder adhered arch rib
CN216156351U (en) High-bearing noise-reduction telescopic device for bridge
CN215052057U (en) Variable cross-section comb tooth type expansion device
CN208293585U (en) A kind of high intensity fish belly sill support base
CN210104575U (en) Bending-resistant structure of large-span front supporting point guyed cradle
KR101031358B1 (en) Form panel for repairing and reinforcing fracture surface of concrete structure
CN207296461U (en) The steel plate tensioned anchorage system of pre-stressed steel plate reinforced concrete beam
CN221118952U (en) Bracket node of prefabricated or cast-in-situ column of factory building
CN217781060U (en) A protection frame and last retaining wall structure that is used for dry coke quenching to go up barricade
CN220827709U (en) Reinforcing device for arch bridge suspender beam
CN219731719U (en) Reinforcement pier structure
CN219137371U (en) Prestressed structure of hogging moment area of corrugated steel web combined box girder
CN110184917A (en) A kind of board plug type CFST Arch Bridge hoist cable and its anchor and construction method of installation
CN217105533U (en) Partial concrete-wrapped composite beam and column structure easy to replace
CN218479401U (en) Inside main tributary strut structure of slag concrete
CN114892548B (en) Down-pressure type external prestress CFRP material reinforcing system and construction method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant