CN213268913U - Quick construction mold for wall water retaining eaves - Google Patents

Quick construction mold for wall water retaining eaves Download PDF

Info

Publication number
CN213268913U
CN213268913U CN202021975038.8U CN202021975038U CN213268913U CN 213268913 U CN213268913 U CN 213268913U CN 202021975038 U CN202021975038 U CN 202021975038U CN 213268913 U CN213268913 U CN 213268913U
Authority
CN
China
Prior art keywords
corner
external corner
assembly
plate
straight section
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
CN202021975038.8U
Other languages
Chinese (zh)
Inventor
何胜利
谭秦渭
万仕成
唐炳红
李亚琪
高小东
陈毅
姜宾
黄婧
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.)
China Railway Construction Engineering Group Co Ltd
Original Assignee
China Railway Construction Engineering Group 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 China Railway Construction Engineering Group Co Ltd filed Critical China Railway Construction Engineering Group Co Ltd
Priority to CN202021975038.8U priority Critical patent/CN213268913U/en
Application granted granted Critical
Publication of CN213268913U publication Critical patent/CN213268913U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

The utility model discloses a wall manger plate eaves quick construction mould, including straight section subassembly, reentrant corner subassembly, external corner subassembly and adjusting part, between adjacent reentrant corner subassembly and the external corner subassembly, between two adjacent reentrant corner subassemblies and between two adjacent external corner subassemblies through straight section subassembly or adjusting part or directly link to each other. The straight section assembly comprises a straight section Z-shaped plate forming a Z shape. The internal corner component comprises two internal corner Z-shaped plates forming a Z shape, and the two internal corner Z-shaped plates are symmetrically spliced to be matched with the internal corner structure. The external corner component comprises two external corner Z-shaped plates forming a Z shape, and the two external corner Z-shaped plates are symmetrically spliced to be matched with the external corner structure. The adjusting component comprises a V-shaped plate formed by connecting two straight plates. The straight section supports the wall riser, the reentrant corner of one of them reentrant corner Z template supports the wall riser, and the external corner of two external corner Z templates supports and installs universal joint foot on the wall riser, and universal joint foot and reinforcement vaulting pole are connected. The utility model discloses can realize pouring the construction, labour saving and time saving fast to the wall manger plate eaves.

Description

Quick construction mold for wall water retaining eaves
Technical Field
The utility model relates to a mould indicates a quick construction mould of wall manger plate eaves especially.
Background
At present, the length, width, height all do not all exceed 10 cm's small-size cornice in the roofing, and the wall manger plate eaves still adopts traditional plank sheathing to consolidate the construction method of pouring promptly, can discover from the actual implementation, and this kind of method has following drawback: firstly, the wood formwork adopts a unilateral formwork supporting mode, a hole needs to be formed in a wall body below a pre-cast water retaining eave to reinforce and support the wood formwork, the labor amount of workers is large, particularly, when the wall body is a shear wall, the hole is difficult to form, the firmness of the structure of the wall body can be damaged by forming the hole in the wall body, if embedded parts such as reinforcing steel bars are met, the wood formwork cannot be smoothly and straightly supported, the casting effect is influenced, and the construction difficulty is large; secondly, the wood template cannot be reused, and generally becomes a waste product after the water retaining eaves are cast and formed, so that the material waste is serious; thirdly, the wood formwork is usually in a right-angle structure, so that the poured water retaining eaves cannot play a good water retaining effect; fourthly, the installation and the disassembly of the wood formwork are time-consuming and labor-consuming, and can be completed by cooperation of more than two persons.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wall manger plate eaves quick construction mould, its construction, labour saving and time saving can be pour fast to the wall manger plate eaves.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a wall manger plate eaves quick construction mould which characterized in that: it includes straight section subassembly, reentrant corner subassembly, external corner subassembly and adjusting part, and the reentrant corner department of wall body is located to the reentrant corner subassembly, and the external corner department of wall body is located to the external corner subassembly, between adjacent reentrant corner subassembly and the external corner subassembly, between two adjacent reentrant corner subassemblies and between two adjacent external corner subassemblies through straight section subassembly or through adjusting part or directly linking mutually integratively, wherein:
the straight section component comprises a straight section Z-shaped plate, the straight section Z-shaped plate comprises a straight section vertical plate, and the straight section vertical plate is connected with a straight section wall abutting vertical plate through a straight section inclined plate to form a Z shape;
the internal corner component comprises two internal corner Z-shaped plates which are symmetrically spliced to be matched with the internal corner structure, the two internal corner Z-shaped plates respectively comprise internal corner vertical plates, and the internal corner vertical plates are connected with the internal corner wall-resisting vertical plates through internal corner inclined plates to form a Z shape;
the external corner component comprises two external corner Z-shaped plates which are symmetrically spliced to be matched with the external corner structure, the two external corner Z-shaped plates respectively comprise external corner vertical plates, and the external corner vertical plates are connected with external corner wall-supporting vertical plates through external corner inclined plates to form a Z shape;
the adjusting assembly comprises a V-shaped plate, and the V-shaped plate is formed by connecting two straight plates;
the straight section of straight section subassembly supports on the riser, on the reentrant corner of one of them reentrant corner Z template of reentrant corner subassembly supports the riser to and the external corner of two external corner Z templates of external corner subassembly supports and installs universal joint foot on the riser, each universal joint foot respectively with one end rotatable coupling of a reinforcement vaulting pole.
The utility model has the advantages that:
the utility model discloses can realize pouring the construction fast to the wall surface manger plate eaves, labour saving and time saving, the quality of pouring of manger plate eaves is secure, but reuse, long service life, with low costs, green.
Drawings
Fig. 1 is the utility model discloses wall manger plate eaves quick construction mould's schematic structure view.
Fig. 2 is a schematic structural view of a straight segment assembly.
Fig. 3 and 4 are schematic structural diagrams of the internal corner assembly.
Fig. 5 and 6 are schematic structural views of the external corner assembly.
Fig. 7 is a schematic structural view of the adjustment assembly.
Fig. 8 is a schematic usage diagram of the present invention illustrating a straight-section assembly.
Detailed Description
As shown in fig. 1 to 8, the utility model discloses quick construction mould of wall manger plate eaves includes straight section subassembly 10, reentrant corner subassembly 20, external corner subassembly 30 and adjusting part 40, reentrant corner subassembly 20 locates the reentrant corner department of wall body 50, external corner subassembly 30 locates the external corner department of wall body 50, link together through straight section subassembly 10 or through adjusting part 40 or directly between adjacent reentrant corner subassembly 20 and the external corner subassembly 30, link together through straight section subassembly 10 or through adjusting part 40 or directly between two adjacent reentrant corner subassemblies 20, and link together through straight section subassembly 10 or through adjusting part 40 or directly between two adjacent external corner subassemblies 30, as shown in fig. 1, wherein:
the straight section component 10 comprises a straight section Z-shaped plate, the straight section Z-shaped plate comprises a straight section vertical plate 11, and the straight section vertical plate 11 is connected with a straight section wall-resisting vertical plate 13 through a straight section inclined plate 12 to form a Z shape (understood by referring to FIG. 8);
the internal corner component 20 comprises two internal corner Z- shaped plates 201 and 202 which are symmetrically spliced to be matched with an internal corner structure, the two internal corner Z- shaped plates 201 and 202 respectively comprise internal corner vertical plates 21, and the internal corner vertical plates 21 are connected with internal corner wall-resisting vertical plates 23 through internal corner inclined plates 22 to form a Z shape (understood by referring to FIG. 4);
the external corner assembly 30 comprises two external corner Z- shaped plates 301 and 302 which are symmetrically spliced to be matched with an external corner structure, each of the two external corner Z- shaped plates 301 and 302 comprises an external corner vertical plate 31, and the external corner vertical plate 31 is connected with an external corner wall-resisting vertical plate 33 through an external corner sloping plate 32 to form a Z shape (understood by referring to fig. 5 and 6);
the adjusting assembly 40 comprises a V-shaped plate formed by connecting two straight plates 41, 42;
universal joint feet 70 are mounted on the straight section wall supporting vertical plate 13 of the straight section component 10, the internal corner wall supporting vertical plate 23 of one of the internal corner Z- shaped plates 201 or 202 of the internal corner component 20 and the external corner wall supporting vertical plate 33 of the two external corner Z- shaped plates 301 and 302 of the external corner component 30, and each universal joint foot 70 is respectively and rotatably connected with one end of a reinforcing support rod 80.
The utility model discloses in, it can indicate to align between two subassemblies to splice together mutually between two relevant subassemblies, also can indicate between the edge of two subassemblies overlap and overlap together mutually, etc. do not receive the limitation.
Fig. 2 shows a situation that two universal joint feet 70 are welded on a straight wall-supporting riser 13, fig. 3 shows a situation that one universal joint foot 70 is welded on a female corner-supporting riser 23 of one female corner Z-shaped plate, and fig. 5 shows a situation that one universal joint foot 70 is welded on each of male corner-supporting risers 33 of two male corner Z- shaped plates 301 and 302 of a male corner assembly 30.
In the actual design:
to straight section subassembly 10, the vertical board of straight section 11, reentrant corner swash plate 22 and straight section are supported the vertical board 13 of wall and are the rectangle, and the vertical board of straight section 11 and straight section support the vertical board 13 of wall for vertical state, and reentrant corner swash plate 22 is the tilt state, and the area that the vertical board 13 of straight section supported the vertical board 13 of wall is greater than the area of the vertical board 11 of straight section to in order to borrow by reinforcing vaulting pole 80 to the top that the vertical board 13 of wall was supported to the straight section and make the straight section support the vertical board 13 or straight section subassembly 10 tightly support and lean on firmly motionless on wall body 50.
For the two internal corner Z- shaped plates 201 and 202 of the internal corner assembly 20, the two internal corner vertical plates 21 are spliced by 90 degrees to form an internal corner, the two internal corner vertical plates 23 are spliced by 90 degrees and are matched with the internal corner structure of the wall body 50, and correspondingly, the two internal corner inclined plates 22 are spliced by 45 degrees. The vertical board 21 of reentrant corner and reentrant corner are supported the wall riser 23 and are vertical state, and reentrant corner swash plate 22 is the tilt state to, the vertical board 21 of reentrant corner, reentrant corner are supported the wall riser 23 and are the rectangle, and reentrant corner swash plate 22 is a class triangle-shaped, and the reentrant corner is supported the area that the area of wall riser 23 is greater than the area of the vertical board 21 of reentrant corner, so that support by reinforcing vaulting pole 80 to the reentrant corner support the top of wall riser 23 and make the reentrant corner support wall riser 23 or reentrant corner subassembly 20 tightly support and lean on firmly motionless on wall body 50.
For the two external corner Z- shaped plates 301 and 302 of the external corner assembly 30, the two external corner vertical plates 31 are spliced by 90 degrees to form an external corner, the two external corner vertical plates 33 are spliced by 90 degrees and are matched with the external corner structure of the wall body 50, and correspondingly, the two external corner inclined plates 32 are spliced by 45 degrees. The vertical board 31 of external corner and external corner support the wall riser 33 and be vertical state, and the external corner swash plate 32 is the tilt state to, the vertical board 31 of external corner, external corner support the wall riser 33 and are the rectangle, and the external corner swash plate 32 is right trapezoid, and the area that the external corner supported the wall riser 33 is greater than the area of the vertical board 31 of external corner, so that support by reinforcing vaulting pole 80 to the external corner support the top of wall riser 33 and make the external corner support the wall riser 33 or the external corner subassembly 30 tightly support and lean on firmly motionless on wall 50.
For the adjustment assembly 40, the two straight plates 41, 42 are rectangular and, in use, one is vertical and the other is inclined.
In practical design, the preferred embodiment, for the straight section assembly 10, the straight section Z-shaped plate is formed by bending a steel plate with a corresponding shape twice. Similarly, for the inside corner assembly 20, the inside corner Z- shaped panels 201, 202 are formed by twice bending a correspondingly shaped steel plate and cutting. Likewise, for the external corner assembly 30, the external corner Z- profiles 301, 302 are formed by twice bending a correspondingly shaped steel plate and cutting. Likewise, for the adjustment assembly 40, the V-shaped plate is formed by bending a correspondingly shaped steel plate at a time.
The utility model discloses in, the angle that is between vertical board 11 of straight section and the straight section swash plate 12, the angle that is between vertical board 21 of reentrant corner and the reentrant corner swash plate 22, the angle that is between vertical board 31 of external corner and the external corner swash plate 32 and the angle that is between two straight boards 41, 42 should keep unanimous. The angle between the straight sloping plate 12 and the straight wall-supporting vertical plate 13, the angle between the internal corner sloping plate 22 and the internal corner wall-supporting vertical plate 23, and the angle between the external corner sloping plate 32 and the external corner wall-supporting vertical plate 33 should be consistent.
It is further designed that an included angle of 82 ° is formed between the straight-section vertical plate 11 and the straight-section inclined plate 12, between the inside corner vertical plate 21 and the inside corner inclined plate 22, between the outside corner vertical plate 31 and the outside corner inclined plate 32, and between the two straight plates 41 and 42. Included angles of 82 degrees are also formed between the straight-section inclined plate 12 and the straight-section wall supporting vertical plate 13, between the internal corner inclined plate 22 and the internal corner wall supporting vertical plate 23 and between the external corner inclined plate 32 and the external corner wall supporting vertical plate 33. Due to the design of the included angle, the water blocking eaves 60 formed by one-time pouring can have an olecranon effect, so that rainwater can be well prevented from bypassing the water blocking eaves, the water blocking eaves are effectively guaranteed to have a good water blocking function, and the water blocking eaves can be understood by referring to fig. 8.
The utility model discloses in, the structure of the manger plate eaves 60 that straight section subassembly 10, reentrant corner subassembly 20, external corner subassembly 30 and adjusting part 40's constitution form should pour as required comes the rational design to it is accurate that the manger plate eaves satisfies required manger plate requirement.
As shown in fig. 1, for the straight-section component 10, the internal corner component 20 and the external corner component 30, the other end of the reinforcing brace 80, which is not connected with the universal joint foot 70, is tapered to improve the propping and stabilizing performance.
In the present invention, the universal joint foot 70 is an existing component that can rotate in all directions, and is not described in detail herein.
The utility model discloses in, it can be straight-bar, telescopic link or equipment pole to consolidate vaulting pole 80.
In view of the greater robustness of the straight segment assembly 10 than the adjustment assembly 40, in practice: when the distance between the adjacent female corner assembly 20 and the male corner assembly 30 exceeds a set value, the adjacent female corner assembly 20 and the male corner assembly 30 are connected together through the straight-section assembly 10. In contrast, when the distance between the adjacent female and male corner assemblies 20 and 30 is less than the set value but greater than 0, the adjacent female and male corner assemblies 20 and 30 are integrally connected by the adjustment assembly 40. When the distance between the adjacent female corner module 20 and the male corner module 30 is less than or equal to 0, the adjacent female corner module 20 and the male corner module 30 are directly connected into a whole.
Similarly, when the distance between two adjacent internal corner assemblies 20 exceeds a set value, the two adjacent internal corner assemblies 20 are connected together by the straight-section assembly 10. In contrast, when the distance between two adjacent internal corner assemblies 20 is smaller than the set value but greater than 0, the two adjacent internal corner assemblies 20 are integrally connected by the adjusting assembly 40. When the distance between two adjacent internal corner assemblies 20 is less than or equal to 0, the two adjacent internal corner assemblies 20 are directly connected into a whole.
Similarly, when the distance between two adjacent external corner assemblies 30 exceeds a set value, the two adjacent external corner assemblies 30 are connected together by the straight-section assembly 10. In contrast, when the distance between two adjacent external corner assemblies 30 is smaller than the set value but larger than 0, the two adjacent external corner assemblies 30 are integrally connected by the adjustment assembly 40. When the distance between two adjacent external corner assemblies 30 is less than or equal to 0, the two adjacent external corner assemblies 30 are directly connected into a whole.
In practical operation, the internal corner module 20 and the external corner module 30 should be properly sized so that the distance between the adjacent internal corner module 20 and the external corner module 30, the distance between the adjacent two internal corner modules 20, and the distance between the adjacent two external corner modules 30 are not excessively smaller than 0, for example, the situation that the adjacent two internal corner modules 20 overlap each other by more than 10cm is avoided.
In addition, in actual operation, if one or more straight-section assemblies 10 are installed between the adjacent internal corner assemblies 20 and external corner assemblies 30 but cannot be connected into a whole, and the length of the gap without connection is smaller than a set value, the adjustment assembly 40 can be used for filling, similarly, if one or more straight-section assemblies 10 are installed between the adjacent two internal corner assemblies 20 but cannot be connected into a whole, and the length of the gap without connection is smaller than the set value, the adjustment assembly 40 can be used for filling, similarly, if one or more straight-section assemblies 10 are installed between the adjacent two external corner assemblies 30 but cannot be connected into a whole, and the length of the gap without connection is smaller than the set value, the adjustment assembly 40 can be used for filling.
In the present invention, the set value is set to 20cm, for example, but is not limited.
The adjustment member 40 is used to fill the gap between two side members (e.g., between the adjacent female corner member 20 and the male corner member 30, between the adjacent male corner members 30, etc.) facing the wall 50 with different thicknesses.
The utility model discloses in, straight section subassembly 10, reentrant corner subassembly 20, external corner subassembly 30, adjusting part 40, universal joint foot 70 and reinforcement vaulting pole 80 are stainless steel.
When in use, the arrangement is reasonable according to the structure of the wall 50. The internal corner assembly 20 is arranged at the internal corner of the wall 50, and the external corner assembly 30 is arranged at the external corner of the wall 50. According to the actual situation, the adjacent internal corner assemblies 20 and the external corner assemblies 30 are connected through the straight-segment assembly 10 (one or more straight-segment assemblies 10) or through the adjusting assembly 40 (usually one adjusting assembly 40) or directly, although the connection between the straight-segment assembly 10 and the adjusting assembly 40 can be realized through the straight-segment assembly 10 and the adjusting assembly 40 in special cases. Two adjacent internal corner assemblies 20 are connected with each other through the straight assembly 10 (one or more straight assemblies 10) or through the adjusting assembly 40 (usually one adjusting assembly 40) or directly, although the connection between the straight assembly 10 and the adjusting assembly 40 can be realized through the straight assembly 10 in special cases. Two adjacent external corner assemblies 30 are connected with each other through the straight assembly 10 (one or more straight assemblies 10) or through the adjusting assembly 40 (usually one adjusting assembly 40) or directly, although the two adjacent external corner assemblies can be connected with each other through the straight assembly 10 and the adjusting assembly 40 under special conditions. At the same time, the inclination angle of each reinforcing brace 80 is adjusted by each universal joint foot 70 so that the female corner module 20, the male corner module 30 and the straight module 10 are firmly abutted against the wall 50. Generally, the utility model discloses the mould is laid around 50 rounds of wall body. At this time, pouring spaces are formed between the straight-section vertical plate 11, the straight-section inclined plate 12 and the wall 50, between the internal corner vertical plate 21, the internal corner inclined plate 22 and the wall 50, between the external corner vertical plate 31, the external corner inclined plate 32 and the wall 50, and between the two straight plates 41 and 42 and the wall 50. Then, concrete is poured into the casting space, thereby completing casting of the water blocking eaves 60, as will be understood with reference to fig. 8.
In the present invention, the wall 50 is a parapet wall or a vertical wall protruding from a roof.
The utility model has the advantages of as follows:
1. the utility model discloses the installation is convenient, swift with the dismantlement, and it is solid firm in the use, adopts stainless steel material to make, can effectively avoid rustting, has prolonged life, repeatedly usable, green.
2. The utility model is simple in operation, utilize lever principle to realize exempting from to consolidate the effect, only need alone can easily accomplish the manger plate eaves and pour the construction, labour saving and time saving, manger plate eaves one shot forming, it is guaranteed to pour the quality.
3. The utility model discloses can water the manger plate eaves of building shaping out olecranon effect, the outward appearance is felt well, can prevent that the rainwater from walk around the manger plate eaves and destroy the manger plate effect, has effectively ensured the good manger plate function of manger plate eaves performance.
4. The utility model discloses can not cause destruction to the wall body when realizing pouring the manger plate eaves, avoid the construction processes such as opening the hole, alleviate workman's amount of labour greatly.
5. The utility model is suitable for the pouring construction of small-size cornice-manger plate cornice (length, width, height all do not exceed 10cm) in the roofing, can adjust and assemble in a flexible way according to the manger plate cornice requirement of different width, different height, different length.
The above description is the preferred embodiment of the present invention and the technical principle applied by the preferred embodiment, and for those skilled in the art, without departing from the spirit and scope of the present invention, any obvious changes based on the equivalent transformation, simple replacement, etc. of the technical solution of the present invention all belong to the protection scope of the present invention.

Claims (8)

1. The utility model provides a wall manger plate eaves quick construction mould which characterized in that: it includes straight section subassembly, reentrant corner subassembly, external corner subassembly and adjusting part, and the reentrant corner department of wall body is located to the reentrant corner subassembly, and the external corner department of wall body is located to the external corner subassembly, between adjacent reentrant corner subassembly and the external corner subassembly, between two adjacent reentrant corner subassemblies and between two adjacent external corner subassemblies through straight section subassembly or through adjusting part or directly linking mutually integratively, wherein:
the straight section component comprises a straight section Z-shaped plate, the straight section Z-shaped plate comprises a straight section vertical plate, and the straight section vertical plate is connected with a straight section wall abutting vertical plate through a straight section inclined plate to form a Z shape;
the internal corner component comprises two internal corner Z-shaped plates which are symmetrically spliced to be matched with the internal corner structure, the two internal corner Z-shaped plates respectively comprise internal corner vertical plates, and the internal corner vertical plates are connected with the internal corner wall-resisting vertical plates through internal corner inclined plates to form a Z shape;
the external corner component comprises two external corner Z-shaped plates which are symmetrically spliced to be matched with the external corner structure, the two external corner Z-shaped plates respectively comprise external corner vertical plates, and the external corner vertical plates are connected with external corner wall-supporting vertical plates through external corner inclined plates to form a Z shape;
the adjusting assembly comprises a V-shaped plate, and the V-shaped plate is formed by connecting two straight plates;
the straight section of straight section subassembly supports on the riser, on the reentrant corner of one of them reentrant corner Z template of reentrant corner subassembly supports the riser to and the external corner of two external corner Z templates of external corner subassembly supports and installs universal joint foot on the riser, each universal joint foot respectively with one end rotatable coupling of a reinforcement vaulting pole.
2. The wall surface water retaining eave rapid construction mold as claimed in claim 1, characterized in that:
for the straight section assembly, the straight section Z-shaped plate is formed by bending a steel plate twice;
for the internal corner assembly, the internal corner Z-shaped plate is formed by bending a steel plate twice;
for the external corner assembly, the external corner Z-shaped plate is formed by bending a steel plate twice;
for the adjusting assembly, the V-shaped plate is formed by bending a steel plate once.
3. The wall surface water retaining eave rapid construction mold as claimed in claim 2, characterized in that:
the angle formed between the straight-section vertical plate and the straight-section inclined plate, the angle formed between the internal corner vertical plate and the internal corner inclined plate, the angle formed between the external corner vertical plate and the external corner inclined plate and the angle formed between the two straight plates are consistent;
the straight section swash plate with straight section supports the angle that is between the riser, reentrant corner swash plate with reentrant corner supports the angle that is between the riser and the external corner swash plate with the external corner supports and is the angle unanimous between the riser.
4. The wall surface water retaining eave rapid construction mold as claimed in claim 3, characterized in that:
included angles of 82 degrees are formed between the straight-section vertical plate and the straight-section inclined plate, between the internal corner vertical plate and the internal corner inclined plate, between the external corner vertical plate and the external corner inclined plate and between the two straight plates;
the straight section swash plate with between the straight section supports the riser, reentrant corner swash plate with between the reentrant corner supports the riser and the external corner swash plate with all form 82 contained angles between the riser.
5. The wall surface water retaining eave rapid construction mold as claimed in claim 1, characterized in that:
the other end of the reinforcing support rod, which is not connected with the universal joint foot, is in a taper shape.
6. The wall surface water retaining eave rapid construction mold as claimed in claim 5, characterized in that:
the reinforcing support rod is a straight rod, a telescopic rod or an assembling rod.
7. The wall surface water retaining eave rapid construction mold as claimed in any one of claims 1 to 6, wherein:
when the distance between the adjacent internal corner assembly and the external corner assembly exceeds a set value, the adjacent internal corner assembly and the external corner assembly are connected into a whole through the straight section assembly; when the distance between the adjacent internal corner assembly and the external corner assembly is smaller than a set value but larger than 0, the adjacent internal corner assembly and the external corner assembly are connected into a whole through the adjusting assembly; when the distance between the adjacent internal corner assembly and the external corner assembly is less than or equal to 0, the adjacent internal corner assembly and the external corner assembly are directly connected into a whole;
when the distance between two adjacent internal corner assemblies exceeds a set value, the two adjacent internal corner assemblies are connected into a whole through the straight section assembly; when the distance between two adjacent internal corner assemblies is smaller than a set value but larger than 0, the two adjacent internal corner assemblies are connected into a whole through the adjusting assembly; when the distance between two adjacent internal corner assemblies is less than or equal to 0, the two adjacent internal corner assemblies are directly connected into a whole;
when the distance between two adjacent external corner assemblies exceeds a set value, the two adjacent external corner assemblies are connected into a whole through the straight section assembly; when the distance between two adjacent external corner assemblies is smaller than a set value but larger than 0, the two adjacent external corner assemblies are connected into a whole through the adjusting assembly; when the distance between two adjacent external corner assemblies is less than or equal to 0, the two adjacent external corner assemblies are directly connected into a whole.
8. The wall surface water retaining eave rapid construction mold as claimed in any one of claims 1 to 6, wherein:
the straight section assembly, the internal corner assembly, the external corner assembly, the adjusting assembly, the universal joint foot and the reinforcing support rod are all made of stainless steel materials.
CN202021975038.8U 2020-09-10 2020-09-10 Quick construction mold for wall water retaining eaves Active CN213268913U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021975038.8U CN213268913U (en) 2020-09-10 2020-09-10 Quick construction mold for wall water retaining eaves

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021975038.8U CN213268913U (en) 2020-09-10 2020-09-10 Quick construction mold for wall water retaining eaves

Publications (1)

Publication Number Publication Date
CN213268913U true CN213268913U (en) 2021-05-25

Family

ID=75940051

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021975038.8U Active CN213268913U (en) 2020-09-10 2020-09-10 Quick construction mold for wall water retaining eaves

Country Status (1)

Country Link
CN (1) CN213268913U (en)

Similar Documents

Publication Publication Date Title
CN201649633U (en) Steel formwork for forming building stair treads
CN208455910U (en) Large span hemispherical armored concrete dome structure and its template system
CN111364664B (en) Construction process of dismantling-free bottom die steel truss floor support plate
CN211313477U (en) Post-cast cantilever plate's triangular supports template structure
CN103603494B (en) A kind of ultra-thin steel truss sloping core construction method and formwork structure
CN213268913U (en) Quick construction mold for wall water retaining eaves
CN213390912U (en) Steel-concrete shock attenuation stair
CN103470038B (en) Concrete one-step forming process of building appearance moulding and main structure
CN211691443U (en) Cast-in-place construction formwork trolley for building infilled wall
CN116696038A (en) Cast-in-situ concrete sloping roof structure and construction method thereof
CN216142396U (en) Adjustable template unit of arc-shaped shear wall and adjustable template of arc-shaped shear wall
CN214220178U (en) Prefabricated disassembly-free side mold and adjustable supporting system for one-step molding of floor water retaining strip
CN206220132U (en) A kind of base plate and exterior wall junction construction typified form support
CN213449481U (en) Prefabricated coincide floor post-cast strip exempts from to support split template
CN210766867U (en) A template system for retaining wall
CN219157403U (en) Anti-collision wall template assembly
CN214942366U (en) Detachable forming die for one-step forming concrete R angle
CN206458089U (en) A kind of concrete staircase sizing template
CN218493087U (en) A template system for constructing arc dry wall connects straight wall external corner
CN212535073U (en) Peripheral surface waterproof construction
CN211341367U (en) Assembly type structure inclined roof panel structure
CN210369912U (en) Cast-in-place concrete stair formwork
CN216740620U (en) Concrete placement scaffold fixing end
CN218138763U (en) Pouring mold for chamfering building structure
CN217501030U (en) Cast-in-place expansion joint high formwork system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant