CN116816081A - Template device for construction - Google Patents
Template device for construction Download PDFInfo
- Publication number
- CN116816081A CN116816081A CN202311114457.0A CN202311114457A CN116816081A CN 116816081 A CN116816081 A CN 116816081A CN 202311114457 A CN202311114457 A CN 202311114457A CN 116816081 A CN116816081 A CN 116816081A
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- Prior art keywords
- bottom plate
- plate
- sliding
- beam bottom
- semicircular
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- 238000010276 construction Methods 0.000 title claims abstract description 14
- 238000009435 building construction Methods 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000009415 formwork Methods 0.000 claims 3
- 240000004282 Grewia occidentalis Species 0.000 claims 1
- 238000009434 installation Methods 0.000 claims 1
- 238000009416 shuttering Methods 0.000 claims 1
- 238000000034 method Methods 0.000 description 3
- 238000004891 communication Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application relates to the field of building templates, and particularly discloses a template device for building construction, which comprises a beam template body; the beam template body comprises a beam bottom plate and beam side plates which are arranged at two sides of the beam bottom plate and are in sliding clamping connection with the beam bottom plate; the two sides of the beam bottom plate are provided with sliding rods which are horizontally and slidingly connected with the beam bottom plate, sliding shafts which are rotationally connected with the sliding rods are nested in the sliding rods, square blocks which are integrally formed with the sliding shafts are fixedly connected with the two ends of the sliding shafts, and beam side plates are sleeved on the outer sides of the square blocks and are slidingly connected with the square blocks; the bottom of the sliding rod is provided with a positioning plate, and the beam bottom plate, the beam side plate and the positioning plate are fixedly connected through positioning bolts; according to the application, the beam bottom plate and the beam side plate are quickly converted from the flat plate form into the groove form by turning the beam side plate and screwing the positioning bolts, so that the quick construction of the supporting beam template is realized; the beam template body in a flat plate state is convenient to use as a plane template and convenient to stack, store and transport in a centralized mode.
Description
Technical Field
The application relates to the field of building templates, in particular to a template device for building construction.
Background
The building template is a temporary supporting structure, and is manufactured according to design requirements, so that a concrete structure and a component are formed according to specified positions and geometric dimensions, the correct positions of the concrete structure and the component are kept, the self weight of the building template and external loads acting on the self weight of the building template are borne, and the purpose of template engineering is to ensure the quality and construction safety of concrete engineering, accelerate the construction progress and reduce the engineering cost.
To the construction of the supporting template of the spandrel girder of the building, the bottom plate and the side plate need to be constructed to form a groove-shaped supporting template, the template needs to be cut out for many times and the fixed bottom plate and the side plate need to be connected in the construction process, the operation is complex, and the construction amount is large.
Disclosure of Invention
Aiming at the problems existing in the prior art, the application aims to provide a template device for building construction, which can realize the rapid construction and disassembly of a supporting template of a spandrel girder.
In order to solve the problems, the application adopts the following technical scheme.
A template device for building construction comprises a beam template body; the beam template body comprises a beam bottom plate and beam side plates which are arranged at two sides of the beam bottom plate and are in sliding clamping connection with the beam bottom plate; the two sides of the beam bottom plate are provided with sliding rods which are horizontally and slidingly connected with the beam bottom plate, sliding shafts which are rotationally connected with the sliding rods are nested in the sliding rods, square blocks which are integrally formed with the sliding shafts are fixedly connected with the two ends of the sliding shafts, and beam side plates are sleeved on the outer sides of the square blocks and are slidingly connected with the square blocks; the bottom of the sliding rod is provided with a positioning plate, and the beam bottom plate, the beam side plate and the positioning plate are fixedly connected through positioning bolts; wherein, set up interior locating hole on the locating plate, set up the middle locating hole rather than setting up relatively on the beam bottom plate, set up on the beam curb plate with middle locating hole complex vertical outer locating hole and horizontal outer locating hole, when beam curb plate level put with the beam bottom plate in the coplanar, horizontal outer locating hole and middle locating hole intercommunication, when the beam curb plate vertically put with beam bottom plate vertical, vertical outer locating hole and middle locating hole intercommunication.
As a further scheme of the application: the adjacent beam template bodies are connected through a quick connection mechanism, the quick connection mechanism is arranged on a beam bottom plate, an outer semicircular groove is formed in the lower end of the beam bottom plate, an inner semicircular groove communicated with the outer semicircular groove is formed in the inner side of the side wall of the beam bottom plate, a semicircular chuck connected with the inner semicircular groove in a rotating mode is nested in the inner semicircular groove, a screwing disc is fixedly connected with the semicircular chuck and is nested in the outer semicircular groove, a spring inserting connection rod is fixedly mounted on the screwing disc, a pressing plate is fixedly sleeved at the movable end of the spring inserting connection rod, an accommodating inserting hole and an inserting connection hole are formed in the inner wall of the semicircular groove, when the adjacent beam template bodies are connected, the spring inserting connection rod is inserted into the inserting connection hole, and when the adjacent beam template bodies are separated, the spring inserting connection rod is inserted into the accommodating connection hole in order to ensure the flatness of the side wall of the beam bottom plate.
As a further scheme of the application: the beam bottom plate and the beam side plate are hollow structures with openings at the lower ends, and reinforcing rib plates distributed in a longitude and latitude mode are arranged in the inner cavities of the beam bottom plate and the beam side plate.
As a further scheme of the application: the beam bottom plate is provided with mounting grooves which are distributed in four corners, the beam side plates are provided with clamping grooves matched with the mounting grooves, and the areas of the transverse sections of the mounting grooves and the clamping grooves are equal and square.
As a further scheme of the application: an outer chute for the sliding rod to transversely slide is formed in the inner wall of the mounting groove, and a vertical chute for the square block to slide is formed in the inner wall of the clamping groove.
As a further scheme of the application: the sliding rod is a square rod, sliding bulges integrally formed with the sliding rod are arranged at two ends of the sliding rod, the sliding bulges are clamped in the outer sliding groove and are in sliding butt joint with the inner wall of the outer sliding groove, and the sliding shaft penetrates through the sliding rod and is rotationally connected with the sliding rod.
As a further scheme of the application: the outer semicircular groove and the outer semicircular groove are grooves with semicircular sections, an opening is formed in the lower end of the outer semicircular groove, and the inner semicircular groove extends to the side wall end face of the beam bottom plate.
As a further scheme of the application: the screwing disc and the semicircular chuck are circular discs with semicircular sections, the inner side of the screwing disc is fixedly connected with a vertical plate integrally formed with the screwing disc, the spring inserting rod is horizontally arranged, the end of the spring inserting rod is fixedly connected with the vertical plate, and the pressing plate is an arc plate and is in butt sliding with the screwing disc.
Compared with the prior art, the application has the advantages that:
(1) According to the application, the beam bottom plate and the beam side plate which is in sliding clamping connection with the beam bottom plate are arranged, and the beam bottom plate and the beam side plate are quickly converted from a flat plate form into a groove form by turning the beam side plate and screwing the positioning bolts, so that the quick construction of the supporting beam supporting template is realized; the beam template body in a flat plate state is convenient to use as a plane template and convenient to stack, store and transport in a centralized mode.
(2) According to the application, the sliding rod which is transversely and slidably connected with the beam bottom plate and the sliding shaft which penetrates through the sliding rod and is in sliding clamping connection with the beam side plate are arranged, so that the deformation of the beam template body can be rapidly realized by outwards pulling and overturning the beam side plate, and meanwhile, the beam side plate cannot interfere with and collide with the beam bottom plate in the overturning process by arranging the outer sliding groove and the vertical sliding groove.
(3) The beam side plate is quickly fixed by being provided with the middle positioning hole formed in the beam bottom plate, the inner positioning hole formed in the sliding rod, the vertical outer positioning hole and the horizontal outer positioning hole formed in the beam side plate and the positioning bolt.
(4) The quick-connection mechanism is arranged on the side wall of the beam bottom plate and comprises the semicircular chuck nested in the beam bottom plate and the inner semicircular groove arranged on the beam bottom plate, and when the adjacent beam template bodies are connected, the semicircular chuck and the inner semicircular groove are mutually inserted to realize quick splicing.
(5) According to the application, the screwing disc connected with the semicircular chuck and the spring inserting and connecting rod arranged on the screwing disc are arranged, so that the positioning of the inner semicircular chuck is realized, the operation of personnel is facilitated, and the quick assembly and disassembly are realized.
Drawings
FIG. 1 is a schematic view of a beam form body according to the present application;
FIG. 2 is a schematic view of the structure of the flat plate form of the beam form body of the present application;
FIG. 3 is a schematic cross-sectional view of a beam form body of the present application;
FIG. 4 is an enlarged schematic view of the structure shown at A in FIG. 3;
FIG. 5 is a schematic view of the assembled structure of the beam side plates and beam bottom plates of the present application;
FIG. 6 is an enlarged schematic view of the structure shown at B in FIG. 5;
FIG. 7 is a schematic view of a connection structure of adjacent beam form bodies according to the present application;
FIG. 8 is a schematic view of the bottom view of the adjacent beam form body of the present application;
FIG. 9 is an enlarged schematic view of FIG. 8C;
FIG. 10 is a schematic cross-sectional view of a spliced state of adjacent beam form bodies according to the present application;
FIG. 11 is an enlarged schematic view of the structure of FIG. 10 at D;
FIG. 12 is an enlarged schematic view of FIG. 10 at E;
FIG. 13 is a schematic perspective view of a quick connect structure according to the present application;
fig. 14 is a schematic view showing an assembled structure of the semicircular chuck according to the present application.
The reference numerals in the figures illustrate: 1. a beam bottom plate; 101. a mounting groove; 2. a beam side plate; 201. a clamping groove; 2011. a vertical chute; 3. a sliding shaft; 301. square blocks; 4. a slide bar; 401. a sliding protrusion; 5. an outer chute; 6. a positioning plate; 7. an inner positioning hole; 8. a middle positioning hole; 9. a vertical outer locating hole; 10. a horizontal outer positioning hole; 11. positioning bolts; 12. a quick connection mechanism; 13. an outer semicircular groove; 14. an inner semicircular groove; 15. a semicircular chuck; 16. a screw plate; 17. a spring insertion rod; 18. pressing the plate; 19. receiving the plug hole; 20. and (5) clamping the plug hole.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application; it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments, and that all other embodiments obtained by persons of ordinary skill in the art without making creative efforts based on the embodiments in the present application are within the protection scope of the present application.
In the description of the present application, it should be noted that the positional or positional relationship indicated by the terms such as "upper", "lower", "inner", "outer", "top/bottom", etc. are based on the positional or positional relationship shown in the drawings, are merely for convenience of describing the present application and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present application, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "configured to," "engaged with," "connected to," and the like are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present application will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1-6, in one embodiment of the present application, a form assembly for construction includes a beam form body; the beam template body comprises a beam bottom plate 1 and beam side plates 2 which are arranged on two sides of the beam bottom plate 1 and are in sliding clamping connection with the beam bottom plate 1; the two sides of the beam bottom plate 1 are provided with sliding rods 4 which are horizontally and slidably connected with the beam bottom plate, sliding shafts 3 which are rotatably connected with the sliding rods are nested in the sliding rods 4, square blocks 301 which are integrally formed with the sliding shafts 3 are fixedly connected with the two ends of the sliding shafts 3, and beam side plates 2 are sleeved on the outer sides of the square blocks 301 and are slidably connected with the square blocks 301; the bottom of the sliding rod 4 is provided with a positioning plate 6, and the beam bottom plate 1, the beam side plate 2 and the positioning plate 6 are fixedly connected in a penetrating way through positioning bolts 11; wherein, set up interior locating hole 7 on the locating plate 6, set up the middle locating hole 8 rather than setting up relatively on the beam bottom plate 1, set up on the beam curb plate 2 with middle locating hole 8 complex vertical outer locating hole 9 and horizontal outer locating hole 10, when beam curb plate 2 level put with beam bottom plate 1 in the coplanar, horizontal outer locating hole 10 and middle locating hole 8 intercommunication, when beam curb plate 2 vertical put with beam bottom plate 1 vertical, vertical outer locating hole 9 and middle locating hole 8 intercommunication.
Specifically, when the beam bottom plate 1 and the beam side plate 2 are positioned in the same plane to form a flat template whole, the flat template is convenient to use as a plane template and simultaneously is convenient to vertically stack and transport; when a template is required to be built for the spandrel girder, firstly, the positioning bolts 11 are screwed, so that the positioning bolts 11 are separated from the horizontal outer positioning holes 10 and the middle positioning holes 8; secondly, the beam side plates 2 on two sides are pulled outwards, the beam side plates 2 are rotated upwards, and then the beam side plates 2 are pushed back to be clamped on the beam bottom plate 1, so that a beam template body is formed; thirdly, the positioning bolts 11 are screwed again, so that the positioning bolts 11 penetrate through the middle positioning holes 8 and then are inserted into the vertical outer positioning holes 9 and screwed, and the shape of the beam template body is fixed.
Compared with the traditional construction process of the spandrel girder supporting template, the construction method has the advantages that the template is required to be cut for many times and the complex operation of fixing the bottom plate and the side plates respectively is required, the girder template body can be quickly constructed through the girder template body capable of being quickly deformed, meanwhile, when the girder supporting template is not required, the girder supporting template is deformed into a horizontal template, the girder supporting template is suitable for use in different scenes, and meanwhile, the flat girder template body is conveniently stacked, stored and transported.
In this embodiment, the beam bottom plate 1 and the beam side plate 2 are hollow structures with openings at the lower ends, and reinforcing rib plates distributed in a warp-weft shape are arranged in the inner cavities of the beam bottom plate 1 and the beam side plate 2.
Specifically, the beam bottom plate 1 and the beam side plate 2 which are in a central structure and are provided with the reinforcing rib plates enable the beam bottom plate 1 and the beam side plate 2 to be light in weight and high in strength.
Referring to fig. 5, in the present embodiment, the beam bottom plate 1 is provided with four-corner-distributed mounting grooves 101, the beam side plate 2 is provided with clamping grooves 201 matching with the mounting grooves 101, and the mounting grooves 101 and the clamping grooves 201 have equal cross-sectional areas and are square.
Specifically, when the beam side plate 2 and the beam bottom plate 1 are spliced in a clamping way, the beam side plate and the beam bottom plate are spliced in a seamless way, and the molding quality of concrete pouring is guaranteed.
Referring to fig. 4-6, in the present embodiment, an outer chute 5 for the sliding rod 4 to slide laterally is provided on the inner wall of the mounting groove 101, and a vertical chute 2011 for the square block 301 to slide is provided on the inner wall of the clamping groove 201.
Specifically, through being equipped with outer spout 5 and vertical spout 2011, when pulling and upset beam side board 2 for beam side board 2 can stagger with beam bottom board 1 and rotate, realizes beam side board 2 and rotates to vertical state or reverse rotation from the horizontality, avoids interfering the two seamless splices of assurance upset back simultaneously.
Referring to fig. 5, in the present embodiment, the sliding rod 4 is a square rod, two ends of the sliding rod are provided with sliding protrusions 401 integrally formed with the sliding rod, the sliding protrusions 401 are clamped in the outer sliding groove 5 and slidably abutted against the inner wall of the outer sliding groove, and the sliding shaft 3 penetrates through the sliding rod 4 and is rotatably connected with the sliding rod.
In particular, the outward movement and rotation of the beam-side plates 2 are facilitated.
Referring to fig. 7-14, in another embodiment of the present application, adjacent beam template bodies are connected by a quick connection mechanism 12, the quick connection mechanism 12 is disposed on the beam bottom plate 1, an outer semicircular groove 13 is formed at the lower end of the beam bottom plate 1, an inner semicircular groove 14 communicated with the outer semicircular groove 13 is formed at the inner side of the side wall of the beam bottom plate 1, a semicircular chuck 15 rotationally connected with the inner semicircular groove 14 is nested in the inner semicircular groove 14, a screwing disc 16 nested in the outer semicircular groove 13 is fixedly connected with the semicircular chuck 15, the screwing disc 16 is a semicircular disc nested in the outer semicircular groove 13, a spring inserting rod 17 is fixedly mounted on the screwing disc 16, a pressing plate 18 is fixedly sleeved at the movable end of the spring inserting rod 17, a receiving inserting hole 19 and a clamping inserting hole 20 are formed on the inner wall of the semicircular groove 13, when the adjacent beam template bodies are connected, and the spring inserting rod 17 is inserted into the receiving hole 19 in order to ensure the flatness of the side wall of the beam bottom plate 1 when the adjacent beam template bodies are separated.
Specifically, in order to realize the extension of the length of the beam support template of weighing, carry out quick connection with adjacent beam template body, during the connection, rotate simultaneously the adjacent and in the outer semicircle groove 13 of relative setting revolve twist tray 16 and press the clamp plate 18 in opposite directions, make spring insert pole 17 insert in joint spliced eye 20 after taking in spliced eye 19 breaks away from, make adjacent semicircle chuck 15 insert respectively in the interior semicircle groove 14 of adjacent beam bottom plate 1, realize quick joint connection, in the same way, during the dismantlement, reverse twist tray 16 and press the clamp plate 18 in opposite directions, make the semicircle chuck 15 of every beam bottom plate 1 accomodate in the interior semicircle groove again, guarantee the level and smooth of beam bottom plate 1 lateral wall.
Referring to fig. 7, in the present embodiment, the outer semicircular groove 13 and the outer semicircular groove 14 are both grooves with semicircular cross sections, the lower end of the outer semicircular groove 13 is provided with an opening, and the inner semicircular groove 14 extends onto the side wall end surface of the beam bottom plate 1.
Specifically, the adjacent semicircular chuck 15 and the inner semicircular groove 14 are convenient to insert and clamp.
Referring to fig. 9, 11 and 13-14, in this embodiment, the screwing disc 16 and the semicircular chuck 15 are circular discs with semicircular cross sections, a vertical plate integrally formed with the screwing disc 16 is fixedly connected to the inner side of the screwing disc 16, the spring inserting rod 17 is horizontally arranged, the end of the spring inserting rod is fixedly connected with the vertical plate, and the pressing plate 18 is an arc plate and is in abutting sliding with the screwing disc 16.
Specifically, the pressing plate 18 is pressed conveniently by personnel in a labor-saving manner, and the extension and retraction of the spring inserting connection rod 17 are realized.
The above is only a preferred embodiment of the present application; the scope of the application is not limited in this respect. Any person skilled in the art, within the technical scope of the present disclosure, may apply to the present application, and the technical solution and the improvement thereof are all covered by the protection scope of the present application.
Claims (7)
1. The template device for building construction is characterized by comprising a beam template body; the beam template body comprises a beam bottom plate (1) and beam side plates (2) which are arranged on two sides of the beam bottom plate (1) and are in sliding clamping connection with the beam bottom plate; the two sides of the beam bottom plate (1) are provided with sliding rods (4) which are horizontally and slidably connected with the beam bottom plate, sliding shafts (3) which are rotatably connected with the sliding rods are nested in the sliding rods (4), two ends of each sliding shaft (3) are fixedly connected with square blocks (301) which are integrally formed with the sliding shafts, and the beam side plates (2) are sleeved on the outer sides of the square blocks (301) and are slidably connected with the square blocks; the bottom of the sliding rod (4) is provided with a positioning plate (6), and the beam bottom plate (1), the beam side plate (2) and the positioning plate (6) are fixedly connected in a penetrating way through positioning bolts (11); wherein, the locating plate (6) is provided with an inner locating hole (7), the beam bottom plate (1) is provided with a middle locating hole (8) which is opposite to the beam bottom plate, the beam side plate (2) is provided with a vertical outer locating hole (9) and a horizontal outer locating hole (10) which are matched with the middle locating hole (8), when the beam side plate (2) is horizontally arranged on the same plane with the beam bottom plate (1), the horizontal outer locating hole (10) is communicated with the middle locating hole (8), when the beam side plate (2) is vertically arranged and vertically arranged with the beam bottom plate (1), the vertical outer locating hole (9) is communicated with the middle locating hole (8), the adjacent beam template bodies are connected through a quick connection mechanism (12), the quick connection mechanism (12) is arranged on the beam bottom plate (1), the lower end of the beam bottom plate (1) is provided with an outer semicircular groove (13), the inner side wall of the beam bottom plate (1) is provided with an inner semicircular groove (14) which is communicated with the outer semicircular groove (13), a semicircular chuck (15) which is rotationally connected with the beam bottom plate (1), the inner semicircular chuck (14) is fixedly connected with the outer semicircular groove (16) by screwing a nested disc (16), the inner semicircular chuck (16) is screwed into the inner semicircular disc (16) and is fixedly connected with the inner semicircular disc (16), the movable end of the spring inserting rod (17) is sleeved and fixed with a pressing plate (18), the inner wall of the semicircular groove (13) is provided with a storage inserting hole (19) and a clamping inserting hole (20), when the adjacent beam template bodies are connected, the spring inserting rod (17) is inserted into the clamping inserting hole (20), and when the adjacent beam template bodies are separated, the spring inserting rod (17) is inserted into the storage inserting hole (19) in order to ensure the flatness of the side wall of the beam bottom plate (1).
2. The template device for building construction according to claim 1, wherein the beam bottom plate (1) and the beam side plate (2) are hollow structures with lower ends open, and reinforcing rib plates distributed in a longitude and latitude mode are arranged in the inner cavities of the beam bottom plate (1) and the beam side plate (2).
3. The formwork device for building construction according to claim 1, wherein the beam bottom plate (1) is provided with four-corner distributed mounting grooves (101), the beam side plate (2) is provided with clamping grooves (201) matched with the mounting grooves (101), and the mounting grooves (101) and the clamping grooves (201) have the same transverse cross-sectional area and are square.
4. A form device for construction according to claim 3, wherein the inner wall of the installation groove (101) is provided with an outer chute (5) for the sliding rod (4) to slide transversely, and the inner wall of the clamping groove (201) is provided with a vertical chute (2011) for the square block (301) to slide.
5. The building construction formwork device according to claim 4, wherein the sliding rod (4) is a square rod, sliding protrusions (401) integrally formed with the sliding rod are arranged at two ends of the sliding rod, the sliding protrusions (401) are clamped in the outer sliding groove (5) and slidably abutted against the inner wall of the outer sliding groove, and the sliding shaft (3) penetrates through the sliding rod (4) and is rotatably connected with the sliding rod.
6. The formwork device for building construction according to claim 1, wherein the outer semicircular groove (13) and the outer semicircular groove (14) are grooves with semicircular cross sections, an opening is formed in the lower end of the outer semicircular groove (13), and the inner semicircular groove (14) extends to the side wall end face of the beam bottom plate (1).
7. The shuttering device for building construction according to claim 1, wherein the screwing disc (16) and the semicircular chuck (15) are circular discs with semicircular cross sections, the inner side of the screwing disc (16) is fixedly connected with a vertical plate integrally formed with the screwing disc, the spring inserting connection rod (17) is horizontally arranged and the end part is fixedly connected with the vertical plate, and the pressing plate (18) is an arc plate and is in abutting sliding with the screwing disc (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311114457.0A CN116816081B (en) | 2023-08-31 | 2023-08-31 | Template device for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311114457.0A CN116816081B (en) | 2023-08-31 | 2023-08-31 | Template device for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116816081A true CN116816081A (en) | 2023-09-29 |
| CN116816081B CN116816081B (en) | 2023-11-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311114457.0A Active CN116816081B (en) | 2023-08-31 | 2023-08-31 | Template device for construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN116816081B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101539447B1 (en) * | 2014-09-30 | 2015-08-06 | 서보산업 주식회사 | Beam form easy to removal and method for constructing the same |
| CN210263934U (en) * | 2019-06-04 | 2020-04-07 | 张勇 | Building templates mounting |
| CN113187123A (en) * | 2021-04-07 | 2021-07-30 | 中建八局第二建设有限公司 | AAC (autoclaved aerated concrete) panel wall capable of being installed quickly and construction method thereof |
| CN113550583A (en) * | 2021-07-30 | 2021-10-26 | 陕西忠信建筑安装有限责任公司 | Building plank sheathing connection structure |
| CN215168009U (en) * | 2021-01-16 | 2021-12-14 | 宿迁市聚桦木业有限公司 | Novel combined building curtain wall template for building |
| CN218264971U (en) * | 2022-10-25 | 2023-01-10 | 周超 | Concatenation formula building templates |
| CN116335387A (en) * | 2023-05-22 | 2023-06-27 | 北京天宇宏达科技有限公司 | Building template and installation method thereof |
-
2023
- 2023-08-31 CN CN202311114457.0A patent/CN116816081B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101539447B1 (en) * | 2014-09-30 | 2015-08-06 | 서보산업 주식회사 | Beam form easy to removal and method for constructing the same |
| CN210263934U (en) * | 2019-06-04 | 2020-04-07 | 张勇 | Building templates mounting |
| CN215168009U (en) * | 2021-01-16 | 2021-12-14 | 宿迁市聚桦木业有限公司 | Novel combined building curtain wall template for building |
| CN113187123A (en) * | 2021-04-07 | 2021-07-30 | 中建八局第二建设有限公司 | AAC (autoclaved aerated concrete) panel wall capable of being installed quickly and construction method thereof |
| CN113550583A (en) * | 2021-07-30 | 2021-10-26 | 陕西忠信建筑安装有限责任公司 | Building plank sheathing connection structure |
| CN218264971U (en) * | 2022-10-25 | 2023-01-10 | 周超 | Concatenation formula building templates |
| CN116335387A (en) * | 2023-05-22 | 2023-06-27 | 北京天宇宏达科技有限公司 | Building template and installation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN116816081B (en) | 2023-11-28 |
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