CN215168001U - Shaping combined template - Google Patents

Shaping combined template Download PDF

Info

Publication number
CN215168001U
CN215168001U CN202023328497.XU CN202023328497U CN215168001U CN 215168001 U CN215168001 U CN 215168001U CN 202023328497 U CN202023328497 U CN 202023328497U CN 215168001 U CN215168001 U CN 215168001U
Authority
CN
China
Prior art keywords
arc
shaped
template
panel
shaped panel
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
CN202023328497.XU
Other languages
Chinese (zh)
Inventor
李丹
龙访
李康
易泽明
吴正鹏
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.)
Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Original Assignee
Fifth Construction Engineering Co of Guangxi Construction Engineering Group
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 Fifth Construction Engineering Co of Guangxi Construction Engineering Group filed Critical Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Priority to CN202023328497.XU priority Critical patent/CN215168001U/en
Application granted granted Critical
Publication of CN215168001U publication Critical patent/CN215168001U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model provides a design built-up plate, is including the template A that is used for circular pond basis pool wall to pour, is used for upper portion pool wall to pour template B, and template A and template B include n the same inboard template unit and the outside template unit of vice structure respectively, and the template unit includes cambered surface board and the arc stereotypes board of connecting perpendicularly in cambered surface inboard or outside. The shaping template has the advantages of simple structure, flexible assembly, simple and easy construction method for pouring the large-diameter circular water pool by using the shaping template, high construction efficiency, short manufacturing time, low cost, reusable template, environmental protection and good social and economic benefits, and all materials and processing for manufacturing the template can be realized on a construction site; during construction, the counter-pulling water-stopping bolt and the steel hoop are adopted to replace the traditional double-steel-pipe main keel in a counter-pulling mode, the defects of inconvenient bending of the steel pipe and inconvenient construction are overcome, and the whole stability, safety and reliability of the template are ensured.

Description

Shaping combined template
Technical Field
The utility model relates to a construction component, concretely relates to design built-up plate for pouring construction of circular pond of major diameter.
Background
In the construction of a circular cast-in-place concrete structure, the common combined steel template has the problems of large self weight, hoisting by a hoisting machine for movable installation, complex mounting and dismounting process, high cost of the customized template and higher one-time investment cost, and is not suitable for small-sized projects with low investment cost; although the problem of heavy self weight is solved by the aluminum template, the deepening design of an aluminum template drawing needs to consume a large amount of time, and a small node member needs to be re-erected with a wood mold for pouring concrete, so that the aluminum template has certain limitation on projects with short construction periods; the traditional customized wood pattern needs to be customized by a manufacturer, circular structures with different diameters of the same project cannot be turned over mutually, and the economical efficiency and the flexibility are low.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a design built-up plate to overcome the above-mentioned not enough that prior art exists.
For solving the above technical problem, the utility model discloses the technical scheme who takes is:
a shaping combined template is used for pouring a large-diameter circular pool and comprises a template A and a template B, wherein the template A is used for pouring a basic pool wall of the circular pool, the template B is used for pouring an upper pool wall of the circular pool, and the template A comprises an inner template A and an outer template A;
inboard template A includes that n pair structures are the same inboard template unit I, inboard template unit I includes that I and the perpendicular arc of connecting at I inboards of cambered surface board are stereotyped I, and the central angle alpha of I cambered surface of cambered surface board is 360/n, and the radius that the circular arc corresponds is r2The arc surface length of the arc panel I, namely the expansion length of the arc panel I is l2=r2The X alpha is obtained, and the arc-shaped shaping plate I is vertically connected to the upper end and the lower end of the inner side of the arc-shaped panel I;
the arc-shaped shaping plate I is a fan-shaped annular plate, the radian of the outer annular edge, namely the edge connected with the arc-shaped panel I, is the same as that of the arc surface of the arc-shaped panel I, the arc length of the outer annular edge is the same as that of the arc surface of the arc-shaped panel I, the width of the outer annular edge, namely the distance between the outer annular edge and the inner annular edge is 200-250 mm, and the included angle formed by the extension lines at the two ends of the arc-shaped shaping plate I is the same as the central angle alpha of the arc surface of the arc-shaped panel I;
the outer side template A comprises an outer side template unit II with n pairs of identical structures, the outer side template unit II comprises an arc-shaped panel II and an arc-shaped shaping plate II vertically connected to the outer side of the arc-shaped panel II, the central angle alpha of the arc surface of the arc-shaped panel II is 360 degrees/n, and the radius corresponding to the arc is R2The arc surface length of the arc panel II, namely the unfolding length of the arc panel II is L2=R2The x alpha is multiplied, and the arc-shaped shaping plate II is vertically connected to the upper end and the lower end of the outer side of the arc-shaped panel II;
the arc-shaped setting plate II is a fan-shaped annular plate, the radian of the inner annular edge, namely the edge connected with the arc-shaped panel II, is the same as that of the arc surface of the arc-shaped panel II, the arc length of the inner annular edge is the same as that of the arc surface of the arc-shaped panel II, the width of the inner annular edge, namely the distance between the inner annular edge and the outer annular edge is 200-250 mm, and the included angle formed by the extension lines at the two ends of the arc-shaped setting plate II is the same as the central angle alpha of the arc surface of the arc-shaped panel II 21;
the height of the arc-shaped panel I and the height of the arc-shaped panel II are equal to the height h of the wall of the circular pool foundation;
the template B comprises m inner side templates B and m outer side templates B;
every in situ template B includes that n pair structure is the same inboard template unit III, inboard template unit III includes that the arc panel III is connected at the III inboard arc of arc panel III with perpendicular to stereotype board III, the central angle alpha of the III cambered surfaces of arc panel is 360/n, and the radius that the circular arc corresponds is r1The length of the arc surface of the arc panel III, namely the expansion length of the arc panel III is l1= r1The x alpha is multiplied, the arc-shaped setting plates III are uniformly connected to the inner side of the arc-shaped panel III, the upper end and the lower end of each arc-shaped setting plate III are respectively provided with one block, and the blocks are mutually spaced by 300-350 mm;
the arc-shaped setting plate III is a fan-ring plate, the radian of the outer ring edge, namely the edge connected with the arc-shaped panel III, is the same as that of the arc surface of the arc-shaped panel III, the arc length of the outer ring edge is the same as that of the arc surface of the arc-shaped panel III, the width of the outer ring edge, namely the distance between the outer ring edge and the inner ring edge is 200-250 mm, and the included angle formed by the extension lines at the two ends of the arc-shaped setting plate III is the same as the central angle alpha of the arc surface of the arc-shaped panel III;
every layer of outside template B includes the same outside template unit IV of n pair structures, outside template unit IV includes that curved surface board IV and perpendicular connection are in curved surface board IV outside the curved surface board IV, curved surface board IV cambered surface central angle alpha is 360/n, and the radius that the circular arc corresponds is R1The arc surface length of the arc panel IV, namely the unfolding length of the arc panel IV is L1=R1The X alpha is multiplied, the arc-shaped shaping plates IV are uniformly distributed and connected to the outer side of the arc-shaped panel IV, the upper end and the lower end of each arc-shaped shaping plate IV are respectively provided with one block, and the blocks are mutually spaced by 300-350 mm;
the arc-shaped shaping plate IV is a fan-shaped annular plate, the radian of the inner annular edge, namely the edge connected with the arc-shaped panel IV, is the same as that of the arc surface of the arc-shaped panel IV, the arc length of the inner annular edge is the same as that of the arc surface of the arc-shaped panel IV, the width of the inner annular edge, namely the distance between the inner annular edge and the outer annular edge is 200-250 mm, and the included angle formed by the extension lines of the two ends of the arc-shaped shaping plate IV 42 is the same as the central angle alpha of the arc surface of the arc-shaped panel IV 41;
the arc-shaped panel I and the arc-shaped panel II are spaced from the upper edge and the lower edge of the panel by about 1/4 template height positions, split bolt holes are uniformly distributed, and the horizontal spacing of the split bolt holes is 300-400 mm;
split bolt holes are uniformly distributed in the arc-shaped panel III and the arc-shaped panel IV, the horizontal distance between the split bolt holes is 300-400 mm, and the vertical distance between the split bolt holes is 300-350 mm;
the height h of the arc-shaped panel III and the arc-shaped panel IV11500-1800 mm;
the thickness of the arc-shaped panel I, the arc-shaped panel II, the arc-shaped panel III, the arc-shaped panel IV, the arc-shaped setting plate I, the arc-shaped setting plate II, the arc-shaped setting plate III and the arc-shaped setting plate IV is 15-20 mm;
r is above1Is the inner diameter of the upper pool wall of a large-diameter circular pool,
R1is the outer diameter r of the upper pool wall of a large-diameter circular pool2Is the inner diameter, R, of the wall of a large-diameter circular pool foundation2The outer diameter of the base wall of the large-diameter circular water pool, H is the height of the base wall of the large-diameter circular water pool, H is the height of the upper wall of the large-diameter circular water pool, H1The heights of the arc-shaped panel III and the arc-shaped panel IV are shown; n has a value of 2XX is any integer between 2 and 10, and the value of m is H/H1
The further technical scheme is as follows:
the upper ends of the arc-shaped panel I and the arc-shaped panel II are provided with a half-height force-discharging seam from the upper side to the lower side every 150-200 mm along the length direction of the arc surface, the lower ends of the arc-shaped panel I and the arc-shaped panel II are provided with a half-height force-discharging seam from the lower side to the upper side every 150-200 mm along the length direction of the arc surface, and the force-discharging seam at the lower end and the force-discharging seam at the upper end are staggered.
Due to the adoption of the technical scheme, compare with prior art, the utility model relates to a design built-up plate has following beneficial effect:
1. the sizing template comprises a template A and a template B, wherein the template A comprises an inner template A and an outer template A,
inboard template A includes n inboard template units I that the structure is the same, outside template A includes n outside units II that the structure is the same, and inboard template unit I and outside template unit II are by the arc panel and connect the arc stereotype board in the arc panel inboard or the outside and constitute, and its advantage is as follows:
(1) the shaping template is based on the construction characteristics of separately pouring the concrete of the bottom plate and the wall of the pool, takes the position of a construction joint where a water stop steel plate needs to be embedded as a boundary, and uses two different template support modes according to the different characteristics of an upper part and a lower part, so that the template has light dead weight, flexible assembly, strong operability and high construction efficiency, and the problems of high operation difficulty and high construction cost of the combined steel template are solved;
(2) the arc-shaped shaping plate is used as a framework of the template unit, so that the overall stability of the template can be ensured, a positioning effect is realized, and the arc accuracy of the circular pool is ensured;
(3) all materials, tools and processing for manufacturing the shaping template can be realized on a construction site, the ordinary template on the construction site can be used for on-site lofting without any factory customization and additional purchase, the manufacturing time is short, the cost is low, the template can be repeatedly used, the arc length or the height of the arc-shaped panel is as close as possible to the size (1500-1800 mm) of the existing old template, the waste of materials can be reduced, the cutting workload can be reduced, the engineering construction cost can be reduced, the environmental protection is facilitated, and the social benefit and the economic benefit are good;
2. the arc panel I and the arc panel II are provided with a force unloading seam: according to the characteristic that the setting performance of the glued template can be greatly improved after cutting, a force unloading seam with the length of 1/2 short sides is cut at intervals of 150-200 mm in the longitudinal direction of the template at staggered joints to form a force unloading panel, the force unloading panel cut according to the parameters is not easy to damage the strength performance of the template, and partial bending stress is unloaded, so that the glued template has good setting performance, the deformation capacity of the glued template can be greatly improved, the arc deformation can be freely adjusted, the glued template can be conveniently bent into arc panels with different radians, and the glued template can be recycled for multiple times for water pools with different radiuses;
3. the construction method for pouring the large-diameter circular pool by utilizing the sizing template is simple and easy to implement, the traditional double-steel-pipe main keel is replaced by the oppositely-pulled water-stopping bolt and the oppositely-pulled steel hoop in the inner and outer templates during construction, the defects that the steel pipe is inconvenient to bend and the construction is inconvenient are overcome, and the inner and outer templates are reinforced by the inclined struts, so that the integral stability, safety and reliability of the template can be ensured.
The technical features of a modular form of the present invention will be further described with reference to the accompanying drawings and embodiments.
Drawings
Fig. 1 is the utility model discloses I schematic structure of interior template unit:
FIG. 2 is a schematic structural diagram of an outer template unit II;
FIG. 3 is a schematic structural view of an inside template unit III;
FIG. 4 is a schematic structural view of an inner side template unit IV;
fig. 5-6 are the arc-shaped shaping plate I structure schematic diagrams:
FIG. 5 is a perspective view, and FIG. 6 is a plan view;
fig. 7-8 are schematic structural diagrams of an arc-shaped shaping plate II:
fig. 7 is a perspective view, and fig. 8 is a plan view;
FIG. 9 is a cross-sectional view of a circular pool wall;
FIG. 10 is a top view (in cross-section) of a circular pool;
FIG. 11 is a schematic view of arc length and central angle;
FIG. 12 is a top view of the formwork erection;
FIG. 13 is a cross-sectional view of the basic pool wall form set up;
FIG. 14 is a schematic view of the erection of a formwork on the wall of a basic pool;
FIG. 15 is a cross-sectional view of the upper pool wall form set up;
fig. 16 is a schematic elevation (partial) view of the upper tank wall formwork erection.
In the figure:
a, a foundation pool wall, B, an upper pool wall, C, a pool wall construction joint and D, a pool bottom foundation;
1-inner side template unit I, 11-arc panel I, 111-force-removing seam, 112-split bolt hole, 12-arc shaping plate I; 2-outer side template units II, 21-arc panels II, 22-arc shaping plates II; 3-inner side template unit III, 31-arc panel III, 32-arc shaping plate III; 4-outer side template unit IV, 41-arc panel IV, 42-arc shaping plate IV; 5-opposite-pulling water-stopping bolts, 6-butterfly buckles, 7-double-reinforcing-bar hoops, 8-wood square bars and 9-inclined struts.
Detailed Description
A shaping combination template is a template for casting a large-diameter circular pool and comprises a template A and a template B, wherein the template A is used for casting a basic pool wall A of the circular pool, the template B is used for casting an upper pool wall B of the circular pool,
the template A comprises an inner template A and an outer template A;
inboard template A includes that n pair structure is the same inboard template unit I1, inboard template unit I1 includes cambered surface board I11 and the arc of connecting perpendicularly in cambered surface board I11 inboard stereotypes board I12, and the central angle alpha of cambered surface board I11 cambered surface is 360/n, and the radius that the circular arc corresponds is r2The arc length of the arc panel I11, namely the expansion length of the arc panel I is l2=r2X alpha, the arc-shaped shaping plate I12 is vertically connected to the upper end and the lower end of the inner side of the arc-shaped panel I11;
the arc-shaped shaping plate I12 is a fan-shaped annular plate, the radian of the outer annular edge, namely the edge connected with the arc-shaped panel I11, is the same as that of the arc surface of the arc-shaped panel I11, the arc length of the outer annular edge is the same as that of the arc surface of the arc-shaped panel I11, the width of the outer annular edge, namely the distance between the outer annular edge and the inner annular edge is 200-250 mm, and the included angle formed by extension lines at two ends of the arc-shaped shaping plate I12 is the same as the central angle alpha of the arc surface of the arc-shaped panel I11;
the outer side template A comprises n pairs of outer side template units II 2 with the same structure, each outer side template unit II 2 comprises an arc-shaped panel II 21 and an arc-shaped shaping plate II 22 vertically connected to the outer side of the arc-shaped panel II 21, the central angle alpha of the arc-shaped surface of the arc-shaped panel II is 360 degrees/n, and the radius corresponding to the arc is R2The arc surface length of the arc panel II 21 is the unfolding length of the arc panel II 21Is L2=R2The x alpha is multiplied, and the arc-shaped shaping plate II 22 is vertically connected to the upper end and the lower end of the outer side of the arc-shaped panel II 21;
the arc-shaped setting plate II 22 is a fan-shaped annular plate, the radian of the inner annular edge, namely the edge connected with the arc-shaped panel II 21, is the same as that of the arc surface of the arc-shaped panel II 21, the arc length of the inner annular edge is the same as that of the arc surface of the arc-shaped panel II 21, the width of the inner annular edge, namely the distance between the inner annular edge and the outer annular edge is 200-250 mm, and the included angle formed by the extension lines at the two ends of the arc-shaped setting plate II is the same as the central angle alpha of the arc surface of the arc-shaped panel II 21;
the height of the arc-shaped panel I11 and the height of the arc-shaped panel II 21 are equal to the height h of the wall of the circular pool foundation;
the template B comprises m inner side templates B and m outer side templates B;
every inboard template B includes that n pair structure is the same inboard template unit III 3, inboard template unit III includes that III 31 of arc panel and perpendicular connection in the inboard arc of arc panel III 31 stereotype board III 32, the central angle alpha of the III 31 cambered surfaces of arc panel is 360/n, and the radius that the circular arc corresponds is r1The arc length of the arc panel III 31, namely the expansion length of the arc panel III is l1= r1The x alpha is multiplied, the arc-shaped setting plates III 32 are uniformly distributed and connected to the inner side of the arc-shaped panel III 31, the blocks are mutually spaced by 300-350 mm, and the upper end and the lower end of each block are respectively provided with one block;
the arc-shaped shaping plate III 32 is a fan-ring plate, the radian of the outer ring edge, namely the edge connected with the arc-shaped panel III 31, is the same as that of the arc surface of the arc-shaped panel III 31, the arc length of the outer ring edge is the same as that of the arc surface of the arc-shaped panel III 31, the width of the outer ring edge, namely the distance between the outer ring edge and the inner ring edge is 200-250 mm, and the included angle formed by extension lines at two ends of the arc-shaped shaping plate III 32 is the same as the central angle alpha of the arc surface of the arc-shaped panel III 31;
every layer outside template B includes the same outside template unit IV 4 of n pair structures, outside template unit IV includes curved surface board IV 41 and the perpendicular arc of connecting in the curved surface board IV outside stereotypes 42, curved surface board IV (41) cambered surface central angle alpha is 360/n, and the radius that the circular arc corresponds is R1Arc ofThe arc surface length of the arc-shaped panel IV, namely the expansion length of the arc-shaped panel IV is L1=R1The X alpha is multiplied, the arc-shaped shaping plates IV are uniformly distributed and connected to the outer side of the arc-shaped panel IV, the blocks are mutually spaced by 300-350 mm, and the upper end and the lower end of each block are respectively provided with one block;
the arc-shaped shaping plate IV 42 is a fan-shaped annular plate, the radian of the inner ring edge, namely the edge connected with the arc-shaped panel IV 41, is the same as that of the arc-shaped surface of the arc-shaped panel IV, the arc length of the inner ring edge is the same as that of the arc-shaped surface of the arc-shaped panel IV, the width of the inner ring edge, namely the distance between the inner ring edge and the outer ring edge is 200-250 mm, and the included angle formed by extension lines at two ends of the arc-shaped shaping plate IV 42 is the same as the central angle alpha of the arc-shaped surface of the arc-shaped panel IV 41;
the distance between the arc-shaped panel I11 and the arc-shaped panel II 21 and the upper edge and the lower edge of the panel is about 1/4 template height positions, split bolt holes are uniformly distributed, and the horizontal distance between the split bolt holes is 300-400 mm;
split bolt holes are uniformly distributed in the arc panel III 31 and the arc panel IV 41, the horizontal spacing of the split bolt holes is 300-400 mm, and the vertical spacing of the split bolt holes is 300-350 mm;
the height h of the arc-shaped panel III 31 and the arc-shaped panel IV 4111500-1800 mm;
the thicknesses of the arc-shaped panel I11, the arc-shaped panel II 21, the arc-shaped panel III 31, the arc-shaped panel IV 41, the arc-shaped sizing plate I12, the arc-shaped sizing plate II 22, the arc-shaped sizing plate III 32 and the arc-shaped sizing plate IV 42 are 15-20 mm;
r is above1Is the inner diameter R of the upper pool wall of a large-diameter circular pool1Is the outer diameter r of the upper pool wall of a large-diameter circular pool2Is the inner diameter, R, of the wall of a large-diameter circular pool foundation2The outer diameter of the base wall of the large-diameter circular water pool, H is the height of the base wall of the large-diameter circular water pool, H is the height of the upper wall of the large-diameter circular water pool, H1The heights of the arc-shaped panel III and the arc-shaped panel IV are shown; n has a value of 2XX is any integer between 2 and 10, and the value of m is H/H1
The upper ends of the arc-shaped panel I11 and the arc-shaped panel II 21 are provided with a half-height force-discharging seam from the upper side to the lower side every 150-200 mm along the length direction of the arc surface, the lower ends of the arc-shaped panel I11 and the arc-shaped panel II 21 are provided with a half-height force-discharging seam from the lower side to the upper side every 150-200 mm along the length direction of the arc surface, and the force-discharging seam at the lower end and the force-discharging seam at the upper end are staggered.
Note:
"force-releasing gap"
The 'stress relief seam' is a seam (stress relief seam for short) with the length of 1/2 short sides which is cut along the cross grain direction of the template in a segmented manner for increasing the deflection limit value, and is cut at intervals of 15-20 cm by staggered joints in a field test, the template is not easy to damage the strength performance of the template after being cut according to the parameters, and partial bending stress is unloaded, so that the deformation capability of the template can be greatly improved, and the template can be conveniently bent into arc-shaped panels with different radians;
the 'half-high force-discharging seam' means that the depth of the force-discharging seam is half of the height of the arc-shaped panel, namely: h/2.
(II) regarding 'large diameter round pool'
The large-diameter circular pool in the construction method is a circular pool with the diameter of more than 10 m.

Claims (2)

1. A sizing combination template is characterized in that: the shaping combined template is used for pouring a large-diameter circular pool and comprises a template A and a template B, wherein the template A is used for pouring a basic pool wall (A) of the circular pool, and the template B is used for pouring a pool wall (B) at the upper part of the circular pool;
the template A comprises an inner template A and an outer template A;
inboard template A includes the inboard template unit I (1) that n pair structures are the same, inboard template unit I (1) includes cambered surface board I (11) and vertical connection in cambered surface board I (11) inboard arc stereotype board I (12), and the central angle alpha of cambered surface board I (11) cambered surface is 360/n, and the radius that the circular arc corresponds is r2The length of the arc surface of the arc panel I (11), namely the expansion length of the arc panel I is l2=r2The X alpha is obtained, and the arc-shaped shaping plate I (12) is vertically connected to the upper end and the lower end of the inner side of the arc-shaped panel I (11);
the arc-shaped shaping plate I (12) is a fan-shaped annular plate, the radian of the outer annular edge, namely the edge connected with the arc-shaped panel I (11), is the same as that of the arc surface of the arc-shaped panel I (11), the arc length of the outer annular edge is the same as that of the arc surface of the arc-shaped panel I (11), the width of the outer annular edge, namely the distance between the outer annular edge and the inner annular edge is 200-250 mm, and the included angle formed by extension lines at two ends of the arc-shaped shaping plate I (12) is the same as the central angle alpha of the arc surface of the arc-shaped panel I (11);
outside template A includes n the same outside template unit II (2) of vice structure, outside template unit II (2) include cambered surface board II (21) and perpendicular connection arc stereotype II (22) in the cambered surface board II (21) outside, the central angle alpha of II cambered surfaces of cambered surface board is 360/n, and the radius that the circular arc corresponds is R2The arc surface length of the arc panel II (21), namely the unfolding length of the arc panel II (21), is L2=R2The x alpha is multiplied, and the arc-shaped shaping plate II (22) is vertically connected to the upper end and the lower end of the outer side of the arc-shaped panel II (21);
the arc-shaped shaping plate II (22) is a fan-shaped annular plate, the radian of the inner annular edge, namely the edge connected with the arc-shaped panel II (21), is the same as that of the arc surface of the arc-shaped panel II (21), the arc length of the inner annular edge is the same as that of the arc surface of the arc-shaped panel II (21), the width of the inner annular edge, namely the distance between the inner annular edge and the outer annular edge is 200-250 mm, and the included angle formed by the extension lines of the two ends of the arc-shaped shaping plate II is the same as the central angle alpha of the arc surface of the arc-shaped panel II (21);
the height of the arc-shaped panel I (11) and the height of the arc-shaped panel II (21) are equal to the height h of the wall of the circular pool foundation pool;
the template B comprises m inner side templates B and m outer side templates B;
every inboard template B includes that n pair structures are the same inboard template unit III (3), inboard template unit III includes cambered surface board III (31) and vertical connection in cambered surface board III (31) inboard arc stereotypes board III (32), the central angle alpha of cambered surface board III (31) cambered surface is 360/n, and the radius that the circular arc corresponds is r1Arc surface length of arc panel III (31) namely arc panelIII has a developed length of l1= r1The x alpha is multiplied, the arc-shaped shaping plates III (32) are uniformly distributed and connected to the inner side of the arc-shaped panel III (31), the upper end and the lower end of each arc-shaped shaping plate III are respectively provided with one block, and the blocks are mutually spaced by 300-350 mm;
the arc-shaped shaping plate III (32) is a fan-shaped annular plate, the radian of the outer annular edge, namely the edge connected with the arc-shaped panel III (31), is the same as that of the arc surface of the arc-shaped panel III (31), the arc length of the outer annular edge is the same as that of the arc surface of the arc-shaped panel III (31), the width of the outer annular edge, namely the distance between the outer annular edge and the inner annular edge is 200-250 mm, and the included angle formed by the extension lines of the two ends of the arc-shaped shaping plate III (32) is the same as the central angle alpha of the arc surface of the arc-shaped panel III (31);
every outside template B includes the same outside template unit IV (4) of n pair structures, outside template unit IV includes cambered surface board IV (41) and the arc of perpendicular connection in the cambered surface board IV outside stereotypes board IV (42), cambered surface board IV (41) cambered surface central angle alpha is 360/n, and the radius that the circular arc corresponds is R1The arc surface length of the arc panel IV, namely the unfolding length of the arc panel IV is L1=R1The X alpha is multiplied, the arc-shaped shaping plates IV are uniformly distributed and connected to the outer side of the arc-shaped panel IV, the upper end and the lower end of each arc-shaped shaping plate IV are respectively provided with one block, and the blocks are mutually spaced by 300-350 mm;
the arc-shaped shaping plate IV (42) is a fan-shaped annular plate, the radian of the inner annular edge, namely the edge connected with the arc-shaped panel IV (41), is the same as that of the arc surface of the arc-shaped panel IV, the arc length of the inner annular edge is the same as the length of the arc surface of the arc-shaped panel IV, the width of the inner annular edge, namely the distance between the inner annular edge and the outer annular edge is 200-250 mm, and the included angle formed by extension lines at two ends of the arc-shaped shaping plate IV (42) is the same as the central angle alpha of the arc surface of the arc-shaped panel IV (41);
the distance between the arc-shaped panel I (11) and the arc-shaped panel II (21) and the upper edge and the lower edge of the panel is about 1/4 template height positions, split bolt holes are uniformly distributed, and the horizontal distance between the split bolt holes is 300-400 mm;
split bolt holes are uniformly distributed in the arc-shaped panel III (31) and the arc-shaped panel IV (41), the horizontal spacing of the split bolt holes is 300-400 mm, and the vertical spacing of the split bolt holes is 300-350 mm;
the height h of the arc-shaped panel III (31) and the arc-shaped panel IV (41)11500-1800 mm;
the thicknesses of the arc-shaped panel I (11), the arc-shaped panel II (21), the arc-shaped panel III (31), the arc-shaped panel IV (41), the arc-shaped sizing plate I (12), the arc-shaped sizing plate II (22), the arc-shaped sizing plate III (32) and the arc-shaped sizing plate IV (42) are 15-20 mm;
r is above1Is the inner diameter R of the upper pool wall of a large-diameter circular pool1Is the outer diameter r of the upper pool wall of a large-diameter circular pool2Is the inner diameter, R, of the wall of a large-diameter circular pool foundation2The height H is the height of the base pool wall of the large-diameter circular pool, and the height H is the height of the upper pool wall of the large-diameter circular pool;
n has a value of 2XThe value of x is any integer between 2 and 10, namely n is more than or equal to 4 and less than or equal to 1024;
m is H/H1
2. A modular building panel according to claim 1, wherein: the upper end of the arc panel I (11) and the upper end of the arc panel II (21) are provided with a half-height force-discharging seam from the upper side to the lower side at intervals of 150-200 mm along the length direction of the arc surface, the lower end is provided with a half-height force-discharging seam from the lower side to the upper side at intervals of 150-200 mm along the length direction of the arc surface, and the force-discharging seam at the lower end and the force-discharging seam at the upper end are staggered.
CN202023328497.XU 2020-12-31 2020-12-31 Shaping combined template Active CN215168001U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023328497.XU CN215168001U (en) 2020-12-31 2020-12-31 Shaping combined template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023328497.XU CN215168001U (en) 2020-12-31 2020-12-31 Shaping combined template

Publications (1)

Publication Number Publication Date
CN215168001U true CN215168001U (en) 2021-12-14

Family

ID=79399500

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023328497.XU Active CN215168001U (en) 2020-12-31 2020-12-31 Shaping combined template

Country Status (1)

Country Link
CN (1) CN215168001U (en)

Similar Documents

Publication Publication Date Title
CN208072950U (en) A kind of combination set shaped steel formwork
CN112502714A (en) Assembled shaft barrel structure and design and construction method
CN211113230U (en) Device for reinforcing bridge pier
CN215168001U (en) Shaping combined template
CN112709425A (en) Shaped combined template and construction method for pouring large-diameter circular pool by using same
CN109555310B (en) Integral template of wall column and construction method thereof
CN110056181A (en) A kind of subsided rest room assembly steel form and construction method
CN215254581U (en) Tool type beam column joint angle mould
CN115058976A (en) Aluminum alloy internal mold system containing diaphragm plate and variable cross-section cast-in-place box girder and construction method thereof
CN114809043A (en) Steel pipe and corrugated steel plate combined hanging box cofferdam and construction method
CN210737452U (en) Waterborne assembled berthing pier
CN210685368U (en) Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint
CN101936067B (en) Prefabricated reinforced concrete volute template and construction method thereof
CN206873922U (en) A kind of dismountable steel bar truss floor support plate cheek board attachment structure of end template
CN218541534U (en) UPVC pipe concrete column supporting system for post-cast strip of top plate of warehouse
CN110700574A (en) Post-cast strip supporting structure and construction method thereof
CN212002234U (en) Template is used in construction of water pump room wall
CN219887552U (en) Integral reinforcing fixture for constructional engineering framework and frame shear structure column head template
CN110629657A (en) Prefabricating construction method for corrugated steel web concrete composite box girder
CN217072786U (en) Manufacturing device for pitched roof building concrete precast block
CN216840607U (en) Stair well department arc wood grain clear water concrete beam template construction system
CN212201268U (en) Large-section curved-surface fair-faced concrete structure steel-wood assembled template system
CN218149754U (en) Variable cross-section column steel template reinforcing system
CN215758523U (en) Guardrail template
CN220741575U (en) A mould for producing wave stake and mould for producing tubular pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
PP01 Preservation of patent right

Effective date of registration: 20240314

Granted publication date: 20211214