CN109057325B - Combined grid beam template - Google Patents
Combined grid beam template Download PDFInfo
- Publication number
- CN109057325B CN109057325B CN201811158187.2A CN201811158187A CN109057325B CN 109057325 B CN109057325 B CN 109057325B CN 201811158187 A CN201811158187 A CN 201811158187A CN 109057325 B CN109057325 B CN 109057325B
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- Prior art keywords
- template
- secondary beam
- corner
- girder
- vertical plate
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- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 239000000463 material Substances 0.000 abstract description 4
- 239000011152 fibreglass Substances 0.000 abstract description 2
- 239000004033 plastic Substances 0.000 abstract description 2
- 229920003023 plastic Polymers 0.000 abstract description 2
- 230000000149 penetrating effect Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 235000012773 waffles Nutrition 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The combined grid beam template comprises a main beam template, a secondary beam template, a corner connecting template and an upright column corner template which are made of SMC glass fiber reinforced plastic materials or plastic materials; the girder template comprises a girder bottom plate, wherein the lower end of a girder vertical plate is provided with a girder flanging, and two sides of the girder vertical plate and the girder bottom plate are provided with girder connecting edges which are provided with girder perforations; the secondary beam template comprises a secondary beam inner bottom plate which is arranged at one side of a secondary beam vertical plate and is arranged below a secondary beam connecting plate, secondary beam connecting plates and secondary beam inner bottom plates are arranged at one side of the secondary beam connecting plates, secondary beam inner through holes are formed in the secondary beam inner connecting edges, secondary beam outer bottom plates are arranged at the bottoms of the secondary beam vertical plates, and secondary beam outer through holes are formed in the secondary beam outer connecting edges at two sides of the secondary beam outer bottom plates and the secondary beam vertical plates; the corner connecting template comprises a connecting bottom plate which is arranged below a connecting vertical plate, and connecting flanging middle-opening connecting perforations are arranged on two sides of the connecting vertical plate and the connecting bottom plate; the upright post corner template comprises a corner riser provided with a corner perforation, and the corner riser is connected with a connecting flange of the corner connecting template.
Description
Technical Field
The invention relates to a building template, in particular to a combined grid beam template.
Background
The waffle slab is a tool type formwork of reinforced concrete cast-in-situ lattice beam floor slab, in some electronic chip factories, a clean room is the most important part, in the part, because of the process requirement, tens of thousands of pipelines need to penetrate through a second building and a third building, meanwhile, clean air needs to be pressed into the clean room, a large number of holes are reserved on the floor slab between the second building and the third building, and in order to form holes between the floor slab, lattice beams are firstly built between the second building and the third building, and then the waffle slab is used in each lattice of the lattice beams. The templates of the existing grid beams are formed by splicing the templates one by one, the construction is complex, the construction efficiency is low, the wood board is troublesome to process, the wood templates are easy to rot, the service life is short, the weight is heavy, and the demolding is difficult after the wood templates are adhered to concrete.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides the combined grid beam template which has the advantages of simple structure, convenient manufacture, light weight, construction convenience and high structural strength.
The technical scheme of the combined grid beam template is as follows: the system comprises a main beam template, a secondary beam template, a corner connecting template and a stand column corner template, wherein the main beam template, the secondary beam template, the corner connecting template and the stand column corner template are made of SMC glass fiber reinforced plastic materials or plastic materials, the main beam template is connected with the main beam template or the secondary beam template, the secondary beam template is connected with the main beam template or the stand column corner template, and the stand column corner template is connected with the secondary beam template or the corner connecting template; the main beam template comprises a main beam vertical plate bent at 90 degrees, a main beam bottom plate is arranged at the lower end of the main beam vertical plate, a main beam flanging is arranged at the upper end of the main beam vertical plate, main beam connecting edges are respectively arranged at two sides of the main beam vertical plate and the main beam bottom plate, and main beam perforation is arranged in the main beam connecting edges; the secondary beam template comprises a secondary beam vertical plate, a secondary beam connecting plate bent by 90 degrees is arranged on one side of the secondary beam vertical plate, a secondary beam inner bottom plate is arranged below the secondary beam connecting plate, secondary beam inner through holes are formed in one side of the secondary beam connecting plate and one side of the secondary beam inner bottom plate, fasteners penetrate through the primary beam through holes and the secondary beam inner through holes to fix the secondary beam inner through holes with the primary beam connecting edges, secondary beam outer bottom plates are arranged at the bottoms of the secondary beam vertical plates, secondary beam outer connecting edges are respectively arranged on two sides of the secondary beam outer bottom plates and the secondary beam vertical plates, secondary beam outer through holes are formed in the secondary beam outer connecting edges, and the secondary beam outer connecting edges are connected with another secondary beam template or corner connecting template; the corner connecting template comprises a connecting vertical plate, a connecting bottom plate is arranged below the connecting vertical plate, connecting flanges are respectively arranged on two sides of the connecting vertical plate and the connecting bottom plate, connecting through holes are formed in the connecting flanges, and the connecting flanges are connected with the secondary beam template or the upright column corner template; the upright column corner template comprises a corner riser bent at 90 degrees, a corner perforation is formed in the corner riser, and the corner riser is connected with a connecting flange of the corner connecting template.
The invention discloses a combined grid beam template, which mainly comprises a girder template, a secondary beam template, a corner connecting template and a column corner template, wherein the secondary beam template is positioned on the four side wall surface of a floor slab, can be connected with another secondary beam template, can be connected with the girder template, can also be connected with a corner connecting template, the girder template is positioned in the middle of the floor slab, can be connected with another girder template, can also be connected with the secondary beam template, the corner connecting template and the column corner template are positioned at the corner position of a column of the floor slab, two sides of the column corner template are respectively connected with the corner connecting template, the corner connecting template is also connected with the secondary beam template, when being assembled, the adjacent two secondary beam templates are assembled on the four side wall surfaces of the floor slab through the secondary beam outer connecting edges, the secondary beam outer perforations of the two secondary beam templates are mutually corresponding, a fastener passes through the secondary beam outer perforation simultaneously to fix the two secondary beam templates, when being assembled on the column corner position, the column corner template is arranged at the column corner, the two sides of the column corner connecting template are respectively connected with the corner connecting template, the column corner connecting template passes through the secondary beam connecting template and the secondary beam connecting template, the corner connecting template and the side wall connecting template are mutually fitted with the corner connecting template, the side edge connecting template is mutually fitted, the corner connecting template is mutually connected with the side edge connecting template, and the corner connecting template is mutually fitted, and the corner template is fixedly connected with the side edge connecting template, and the main beam connecting edge of the main beam template is attached to the secondary beam inner connecting edge of the secondary beam template, then the main beam connecting edge of one main beam template is attached to the main beam connecting edge of the other main beam template by penetrating through the main beam perforation and the secondary beam inner perforation at the same time through a fastener, then the main beam connecting edge of the other main beam template is attached to the main beam connecting edge of the other main beam template by penetrating through the two main beam perforation at the same time through a fastener, finally grooves and square lattice holes are formed between the assembled templates, and concrete is poured into the grooves to form the lattice beams. The combined grid beam template mainly comprises a main beam template, a secondary beam template, a corner connecting template and an upright column corner template, wherein the templates are combined, the structure is simple, the manufacturing is convenient, the weight is light, the construction is facilitated, after the assembly is finished, the structural strength is high, the disassembly is not needed, the template is disposable, and the template can be directly used as a decorative plate.
The combined grid beam template is characterized in that a girder reinforcing rib is arranged between a girder vertical plate and a girder bottom plate of the girder template. The girder reinforcing ribs are arranged, so that the structural strength of the girder template can be improved. And secondary beam reinforcing ribs are arranged between the secondary beam vertical plates and the secondary beam outer bottom plates of the secondary beam templates and between the secondary beam connecting plates and the secondary beam inner bottom plates. The structural strength of the secondary beam template can be improved by the secondary beam reinforcing ribs. And connecting reinforcing ribs are arranged on the connecting vertical plates of the corner connecting templates. The connecting reinforcing ribs are arranged, so that the structural strength of the corner connecting template can be improved. And corner reinforcing ribs are arranged on corner risers of the upright post corner templates. The corner reinforcing ribs are arranged, so that the structural strength of the upright column corner template can be improved.
Drawings
FIG. 1 is a schematic perspective view of a modular grid pattern according to the present invention;
FIG. 2 is a schematic perspective view of a main beam form;
FIG. 3 is a schematic perspective view of a secondary beam template;
FIG. 4 is a schematic perspective view of a corner connection form;
fig. 5 is a perspective view of a pillar corner form.
Detailed Description
The invention relates to a combined grid beam template, as shown in figures 1-5, which comprises a main beam template 1, a secondary beam template 2, a corner connecting template 3 and a stand column corner template 4, wherein the main beam template is connected with the main beam template or the secondary beam template, the secondary beam template is connected with the main beam template or the stand column corner template, and the stand column corner template is connected with the secondary beam template or the corner connecting template; the girder template 1 comprises a girder vertical plate 11 bent at 90 degrees, a girder bottom plate 12 is arranged at the lower end of the girder vertical plate, a girder flanging 13 is arranged at the upper end of the girder vertical plate, girder connecting edges 14 are respectively arranged at two sides of the girder vertical plate 11 and the girder bottom plate 12, and girder perforations 15 are arranged in the girder connecting edges; the secondary beam template 2 comprises a secondary beam vertical plate 21, a secondary beam connecting plate 22 bent at 90 degrees is arranged on one side of the secondary beam vertical plate, a secondary beam inner bottom plate 23 is arranged below the secondary beam connecting plate, a secondary beam inner through hole 25 is arranged in one side of the secondary beam connecting plate and the secondary beam inner bottom plate, a secondary beam inner through hole 25 is arranged in the secondary beam inner through hole, a fastener penetrates through the primary beam through hole 15 and the secondary beam inner through hole 25 to fix the secondary beam inner through hole 24 with the primary beam connecting edge 14, a secondary beam outer bottom plate 26 is arranged at the bottom of the secondary beam vertical plate, secondary beam outer connecting edges 27 are respectively arranged on two sides of the secondary beam outer bottom plate and the secondary beam vertical plate 21, a secondary beam outer through hole 28 is arranged in the secondary beam outer connecting edge, and the secondary beam outer connecting edge is connected with the other secondary beam template 2 or the corner connecting template; the corner connecting template 3 comprises a connecting vertical plate 31, a connecting bottom plate 32 is arranged below the connecting vertical plate, connecting flanges 33 are respectively arranged on two sides of the connecting vertical plate and the connecting bottom plate, connecting through holes 34 are formed in the connecting flanges, and the connecting flanges are connected with the secondary beam template 2 or the upright column corner template 4; the upright column corner template 4 comprises a corner riser 41 bent at 90 degrees, a corner through hole 42 is formed in the corner riser, and the corner riser is connected with a connecting flange 33 of the corner connecting template 3. The main beam template 1, the secondary beam template 2, the corner connecting template 3 and the upright post corner template 4 are mainly formed, wherein the secondary beam template 2 is positioned on the four side wall surfaces of the floor slab, can be connected with another secondary beam template 2, can be connected with the main beam template 1 and can also be connected with the corner connecting template 3, the main beam template 1 is positioned in the middle of the floor slab, can be connected with another main beam template 1 and can also be connected with the secondary beam template 2, the corner connecting template 3 and the upright post corner template 4 are positioned on the corner positions of the upright post of the floor slab, the two sides of the upright post corner template 4 are respectively connected with the corner connecting template 3, the corner connecting template is also connected with the secondary beam template 2, during assembly, each secondary beam template 2 is assembled on the four side wall surfaces of the floor slab, two adjacent secondary beam templates are mutually attached through the secondary beam outer connecting edges 27, the secondary beam outer through holes 28 of the two secondary beam outer connecting edges 27 are mutually corresponding, the fastener passes through the secondary beam outer through holes 28 at the same time to fix the two secondary beam templates 2, when the secondary beam outer connecting edges are assembled to the corner positions of the upright posts, the upright post corner templates 4 are arranged at the corner positions of the upright posts, the two sides of the upright post corner templates are connected with the corner connecting templates 3, the corner vertical plates 41 of the upright post corner templates 4 are attached to the connecting flanges 33 of the corner connecting templates 3, the fastener passes through the corner through holes 42 and the connecting through holes 34, the opposite post corner templates 4 are fixed with the corner connecting templates 3, the corner connecting templates 3 are connected with the secondary beam templates 2, the fastener passes through the secondary beam outer through holes 28 and the connecting through holes 34 to fix the secondary beam templates 2 and the corner connecting templates 3, after four side wall surfaces of the floor slab are assembled, and gradually assembling the girder templates 1 to the middle, attaching the girder connecting edges 14 of the girder templates 1 to the secondary beam inner connecting edges 24 of the secondary beam templates 2, then fixing the girder connecting edges 14 of one girder template 1 and the secondary beam inner connecting edges by penetrating through the girder penetrating holes 15 and the secondary beam inner penetrating holes 25 simultaneously through fasteners, or attaching the girder connecting edges 14 of the other girder template 1 to the girder connecting edges of the other girder template, then fixing the girder connecting edges by penetrating through the two girder penetrating holes 15 simultaneously through fasteners, forming grooves and square lattice holes between the assembled templates, and pouring concrete into the grooves to form lattice beams. The combined grid beam template mainly comprises four types of templates, namely a main beam template 1, a secondary beam template 2, a corner connecting template 3 and an upright column corner template 4, and has the advantages of simple structure, convenience in manufacture, light weight, convenience in construction, high structural strength after assembly, low manufacturing cost, no need of disassembly and disposability. And girder reinforcing ribs 16 are arranged between the girder vertical plates 11 and the girder bottom plates 12 of the girder template 1. With the girder reinforcing ribs 16, the structural strength of the girder template 1 can be improved. And secondary beam reinforcing ribs 29 are arranged between the secondary beam vertical plates 21 and the secondary beam outer bottom plates 26 and between the secondary beam connecting plates 22 and the secondary beam inner bottom plates 23 of the secondary beam templates 2. The structural strength of the secondary beam template 2 can be improved by the secondary beam reinforcing ribs 29. The connecting riser 31 of the corner connecting template 3 is provided with connecting reinforcing ribs 35. The connecting reinforcing ribs 35 can improve the structural strength of the corner connecting template 3. The corner riser 41 of the upright corner template 4 is provided with a corner reinforcing rib 43. The corner reinforcing ribs 43 are provided, so that the structural strength of the upright corner template 4 can be improved.
Claims (5)
1. Combined grid beam template, its characterized in that: the structure comprises a main beam template (1), a secondary beam template (2), a corner connecting template (3) and a stand column corner template (4), wherein the main beam template and the main beam template or the secondary beam template are mutually connected, the secondary beam template and the main beam template or the stand column corner template are mutually connected, and the stand column corner template and the secondary beam template or the corner connecting template are mutually connected;
the main beam template (1) comprises a main beam vertical plate (11) bent at 90 degrees, a main beam bottom plate (12) is arranged at the lower end of the main beam vertical plate, a main beam flanging (13) is arranged at the upper end of the main beam vertical plate, main beam connecting edges (14) are respectively arranged at two sides of the main beam vertical plate (11) and the main beam bottom plate (12), and main beam perforations (15) are formed in the main beam connecting edges;
the secondary beam template (2) comprises a secondary beam vertical plate (21), a secondary beam connecting plate (22) bent at 90 degrees is arranged on one side of the secondary beam vertical plate, a secondary beam inner bottom plate (23) is arranged below the secondary beam connecting plate, a secondary beam inner connecting edge (24) is arranged on one side of the secondary beam connecting plate and the secondary beam inner bottom plate, a secondary beam inner through hole (25) is formed in the secondary beam inner connecting edge, a fastener penetrates through the primary beam through hole (15) and the secondary beam inner through hole (25) to fix the secondary beam inner connecting edge (24) with the primary beam connecting edge (14), a secondary beam outer bottom plate (26) is arranged at the bottom of the secondary beam vertical plate, secondary beam outer connecting edges (27) are respectively arranged on two sides of the secondary beam outer bottom plate and the secondary beam vertical plate (21), and secondary beam outer connecting edges are connected with another secondary beam template (2) or corner connecting template;
the corner connecting template (3) comprises a connecting vertical plate (31), a connecting bottom plate (32) is arranged below the connecting vertical plate, connecting flanges (33) are respectively arranged on two sides of the connecting vertical plate and the connecting bottom plate, connecting through holes (34) are formed in the connecting flanges, and the connecting flanges are connected with the secondary beam template (2) or the upright column corner template (4);
the upright column corner template (4) comprises a corner riser (41) bent at 90 degrees, a corner perforation (42) is formed in the corner riser, and the corner riser is connected with a connection flanging (33) of the corner connection template (3).
2. A modular grid framework as defined in claim 1, wherein: and a girder reinforcing rib (16) is arranged between the girder vertical plate (11) and the girder bottom plate (12) of the girder template (1).
3. A modular grid framework as defined in claim 1, wherein: and secondary beam reinforcing ribs (29) are arranged between the secondary beam vertical plates (21) and the secondary beam outer bottom plates (26) of the secondary beam templates (2) and between the secondary beam connecting plates (22) and the secondary beam inner bottom plates (23).
4. A modular grid framework as defined in claim 1, wherein: connection reinforcing ribs (35) are arranged on the connection vertical plates (31) of the corner connection templates (3).
5. A modular grid framework as defined in claim 1, wherein: corner reinforcing ribs (43) are arranged on the corner vertical plates (41) of the upright column corner templates (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811158187.2A CN109057325B (en) | 2018-09-30 | 2018-09-30 | Combined grid beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811158187.2A CN109057325B (en) | 2018-09-30 | 2018-09-30 | Combined grid beam template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109057325A CN109057325A (en) | 2018-12-21 |
| CN109057325B true CN109057325B (en) | 2023-11-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811158187.2A Active CN109057325B (en) | 2018-09-30 | 2018-09-30 | Combined grid beam template |
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| Country | Link |
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| CN (1) | CN109057325B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453943A (en) * | 2019-08-13 | 2019-11-15 | 世源科技工程有限公司 | A kind of microvibration-preventing platform |
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|---|---|---|---|---|
| CN202672720U (en) * | 2012-05-29 | 2013-01-16 | 缪巍 | Plastic building grouting vertical column and top beam corner mould plate |
| CN203201143U (en) * | 2013-02-22 | 2013-09-18 | 缪巍 | Plastic formwork at 90-degree intersection angle for building casting |
| CN203716491U (en) * | 2013-12-24 | 2014-07-16 | 昆山中企模架模板有限公司 | Architectural beam corner steel formwork |
| CN104481141A (en) * | 2014-12-11 | 2015-04-01 | 吴士传 | Upright post and transverse beam integral cast-in-situ building template |
| CN105421664A (en) * | 2015-12-23 | 2016-03-23 | 王本淼 | Rib steel mesh cage for cast-in-place cavity floor |
| KR20170039553A (en) * | 2015-10-01 | 2017-04-11 | 주식회사 선우씨앤에스 | Formwork supporting system for beam forming a slab of the building |
| CN208950306U (en) * | 2018-09-30 | 2019-06-07 | 吴士传 | Combined type grid beam forms |
-
2018
- 2018-09-30 CN CN201811158187.2A patent/CN109057325B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202672720U (en) * | 2012-05-29 | 2013-01-16 | 缪巍 | Plastic building grouting vertical column and top beam corner mould plate |
| CN203201143U (en) * | 2013-02-22 | 2013-09-18 | 缪巍 | Plastic formwork at 90-degree intersection angle for building casting |
| CN203716491U (en) * | 2013-12-24 | 2014-07-16 | 昆山中企模架模板有限公司 | Architectural beam corner steel formwork |
| CN104481141A (en) * | 2014-12-11 | 2015-04-01 | 吴士传 | Upright post and transverse beam integral cast-in-situ building template |
| KR20170039553A (en) * | 2015-10-01 | 2017-04-11 | 주식회사 선우씨앤에스 | Formwork supporting system for beam forming a slab of the building |
| CN105421664A (en) * | 2015-12-23 | 2016-03-23 | 王本淼 | Rib steel mesh cage for cast-in-place cavity floor |
| CN208950306U (en) * | 2018-09-30 | 2019-06-07 | 吴士传 | Combined type grid beam forms |
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| Publication number | Publication date |
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| CN109057325A (en) | 2018-12-21 |
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