CN112177328A - Building templates system of consolidating - Google Patents
Building templates system of consolidating Download PDFInfo
- Publication number
- CN112177328A CN112177328A CN202011227433.2A CN202011227433A CN112177328A CN 112177328 A CN112177328 A CN 112177328A CN 202011227433 A CN202011227433 A CN 202011227433A CN 112177328 A CN112177328 A CN 112177328A
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- Prior art keywords
- edge
- female
- male
- corner
- shaped steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 238000009415 formwork Methods 0.000 claims abstract description 11
- 230000000149 penetrating effect Effects 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 24
- 230000002787 reinforcement Effects 0.000 claims description 5
- 239000002356 single layer Substances 0.000 claims description 3
- 239000012634 fragment Substances 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009434 installation Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001915 proofreading effect Effects 0.000 description 1
Images
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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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 invention provides a building template reinforcing system, which belongs to the technical field of template reinforcing structures in the field of buildings, and comprises vertical keels and transverse keels which are composed of female ridges, single straight plates, male ridges and corner ridges and are reinforced through pins. A plurality of vertical keels are tightly attached to the wall formwork and vertically arranged, and the vertical keels and the wall formwork are fixedly connected in a traditional mode. The periphery of the vertical keel is provided with a plurality of layers of transverse keels with the same structure, the transverse keels and the vertical keel are vertically arranged, and the transverse keels and the wall body template are fixedly connected through wall penetrating bolts. All the reinforcing member materials are I-shaped steel, so that the invention has the advantages of light weight, small steel consumption and low material cost; the female corner edge and the female corner edge are convenient to assemble, and the male corner edge and the female corner edge are connected by adopting the pin, so that the structure is stable, and the tightening is simple; the installation and the equipment of fossil fragments are convenient, and the pin cost of manufacture is low, reduces and wears the wall bolt use amount for the construction progress has reduced construction cost.
Description
Technical Field
The invention belongs to the technical field of template reinforcing structures in the field of buildings, and particularly relates to a building template reinforcing system which is convenient to install, low in cost and good in universality.
Background
At present, in the building structure construction, the template construction is mostly steel mould, aluminium mould and scattered a bulk package template, and wherein the steel mould leads to influencing the construction progress owing to occupy the tower crane resource, and the dead weight is great, has the potential safety hazard, has gradually withdrawn from structure construction market. The aluminum mould is suitable for standard layers, and is too high in cost for non-standard layers and underground structures, and is not suitable for construction of all structures. There is a need for a method of reinforcing a bulk mold branch.
The invention discloses a novel reinforcing mode for a template scattered bulk structure and discloses a template reinforcing system structure. The existing reinforcing method for the scattered formwork has the defects of more internal and external corners and linear keel connecting pieces, poor universality and only special application, increases the identification difficulty of workers and influences the construction progress. The steel pipe reinforcing piece and various connecting pieces have larger volumes and heavier weights, so that the material cost and the weight of a reinforcing system are increased; moreover, the number of accessories is large, and the use is troublesome.
In addition, the fixed template adopts wall-penetrating screw rods and nuts, and the use density of the wall-penetrating screw rods is too high, so that the progress of template reinforcement is influenced.
Disclosure of Invention
The invention aims to provide a novel reinforcing system for building templates, which solves the problems of poor universality, high material cost, heavy weight and inconvenient assembly of connecting pieces of the conventional template reinforcing system.
In order to achieve the purpose, the invention adopts the technical scheme that:
a building template reinforcing system comprises a vertical keel 1 and a transverse keel. The vertical keels are tightly attached to the wall formwork 8 and vertically arranged, and the vertical keels and the wall formwork 8 are fixedly connected in a traditional mode. The same horizontal fossil fragments of multilayer structure are arranged to vertical fossil fragments periphery, set up perpendicularly between horizontal fossil fragments and the vertical fossil fragments 1, and horizontal fossil fragments and wall form 8 pass through wall bolt 7 fixed connection.
Each layer of transverse keel consists of a female edge 2, a single straight plate 3, a male edge 4 and a corner edge 5 and is reinforced by a pin 6. Female stupefied 2 comprises two-layer I shaped steel, and both ends adopt connecting plate 12 to support, and I shaped steel surface sets up double-deck staggered arrangement's connecting hole 11. The single straight plate 3 is composed of single-layer I-shaped steel, and the I-shaped steel is provided with connecting holes 11 which are arranged in a double-layer staggered mode. Public stupefied 4 comprises two-layer I shaped steel, and both ends are supported with connecting plate 12, and board 9 is inserted to public stupefied installation of right-hand member, all is equipped with double-deck staggered arrangement's connecting hole 11 on I shaped steel and the public stupefied board 9. The angle 5 comprises two-layer I shaped steel, and the right-hand member supports with connecting plate 12, and board 10 is inserted in the installation of left end perpendicular to 5 directions on the angle, and I shaped steel and angle are inserted and all are equipped with double-deck staggered arrangement's connecting hole 11 on the board 10.
The internal corner of the wall template 8 is connected with the female edge 2 through an edge inserting plate 10 on the edge 5 and is fixed by a pin 6; the external corner of the wall template 8 is vertically connected with the female edge 2 by adopting a male edge inserting plate 9 on the male edge 4 and is fixed by a pin 6.
The corner edges 5 and the female edges 2, the male edges 4 and the female edges 2 are vertically connected through the single straight plate 3 and fixed through the pins 6.
The middle of the two layers of I-shaped steel of the female edge 2, the male edge 4 and the corner edge 5 can meet the requirement that a wall-penetrating bolt passes through.
The pin is of a wedge-shaped structure, one side face of one end of the wedge is vertical, the side face of the other end of the wedge is an inclined plane, and the lower end of the wedge is a round end.
The reinforcing members all comprise various sizes, the shortest length is 600mm, and the modulus is 300 mm; the method can meet the reinforcement requirements of wall and column templates with different sizes.
The invention has the beneficial effects that:
(1) all the reinforcing members are made of I-shaped steel, and have the advantages of light weight, small steel consumption and low material cost.
(2) The female corner edge and the female corner edge are convenient to assemble, and the male corner edge and the female corner edge are convenient to assemble. The pin is the wedge structure, and the installation back is accomplished, vertically inserts connecting hole 11 and proofreaies, adopts pin connection to have stable in structure, the simple advantage of proofreading.
(3) The installation and the equipment of fossil fragments are convenient, and the pin cost of manufacture is low, reduces and wears the wall bolt use amount for the construction progress has reduced construction cost.
Drawings
Fig. 1(a) is a plan view of a male ridge; fig. 1(b) is a male flute elevation; FIG. 1(c) is a cross-sectional view of a male flute;
fig. 2(a) is a plan view of a female flute; fig. 2(b) is an elevation view of a female flute; FIG. 2(c) is a cross-sectional view of a female flute;
FIG. 3(a) is a plan view of a corner; FIG. 3(b) is an elevational view of a corner; FIG. 3(c) is a cross-sectional view of a corner;
FIG. 4(a) is a plan view of a single straight plate; FIG. 4(b) is a single straight panel elevation; FIG. 4(c) is a cross-sectional view of a single straight plate;
FIG. 5 is a plan view of the pin;
FIG. 6 is a schematic view of a reinforcement form;
in the figure: 1, a vertical keel; 2, mother corrugation; 3, a single straight plate; 4 male ribs; 5, chamfering; 6, pins; 7, a through-wall bolt; 8, template; 9 male ridge insert boards; 10 corner ridge insert sheet; 11 connecting holes; 12 connecting the plates.
Detailed Description
The present invention will be further described with reference to the accompanying drawings, wherein the following examples are only illustrative of the embodiments of the present invention, but should not be construed as limiting the scope of the invention, and it should be understood that various changes and modifications can be made by those skilled in the art without departing from the spirit of the invention.
A building template reinforcing system comprises a vertical keel 1 and a transverse keel. The vertical keels are tightly attached to the wall formwork 8 and vertically arranged, and the vertical keels and the wall formwork 8 are fixedly connected in a traditional mode. The same horizontal fossil fragments of multilayer structure are arranged to vertical fossil fragments periphery, set up perpendicularly between horizontal fossil fragments and the vertical fossil fragments 1, and horizontal fossil fragments and wall form 8 pass through wall bolt 7 fixed connection.
Each layer of transverse keel consists of a female edge 2, a single straight plate 3, a male edge 4 and a corner edge 5 and is reinforced by a pin 6. Female stupefied 2 comprises two-layer I shaped steel, and both ends adopt connecting plate 12 to support, and I shaped steel surface sets up double-deck staggered arrangement's connecting hole 11. The single straight plate 3 is composed of single-layer I-shaped steel, and the I-shaped steel is provided with connecting holes 11 which are arranged in a double-layer staggered mode. Public stupefied 4 comprises two-layer I shaped steel, and both ends are supported with connecting plate 12, and board 9 is inserted to public stupefied installation of right-hand member, all is equipped with double-deck staggered arrangement's connecting hole 11 on I shaped steel and the public stupefied board 9. The angle 5 comprises two-layer I shaped steel, and the right-hand member supports with connecting plate 12, and board 10 is inserted in the installation of left end perpendicular to 5 directions on the angle, and I shaped steel and angle are inserted and all are equipped with double-deck staggered arrangement's connecting hole 11 on the board 10.
The internal corner of the wall template 8 is connected with the female edge 2 through an edge inserting plate 10 on the edge 5 and is fixed by a pin 6; the external corner of the wall template 8 is vertically connected with the female edge 2 by adopting a male edge inserting plate 9 on the male edge 4 and is fixed by a pin 6.
The corner edges 5 and the female edges 2, the male edges 4 and the female edges 2 are vertically connected through the single straight plate 3 and fixed through the pins 6. The middle of the two layers of I-shaped steel of the female edge 2, the male edge 4 and the corner edge 5 can meet the requirement that a wall-penetrating bolt passes through. The pin is of a wedge-shaped structure, one side face of one end of the wedge is vertical, the side face of the other end of the wedge is an inclined plane, and the lower end of the wedge is a round end.
Fig. 6 is a schematic diagram of an example of the formwork reinforcement architecture of the present invention. The template reinforcing system structure comprises vertical keels and transverse keels, wherein the transverse keels comprise female ridges, male ridges, corner ridges and single straight plates. The vertical keel is fixedly connected with the template in a traditional mode. The vertical keel is a 50 × 50 square steel pipe. The transverse keels are perpendicular to the vertical keels and are fixedly connected with the templates through wall penetrating screws and screw caps.
The above-mentioned embodiments only express the embodiments of the present invention, but not should be understood as the limitation of the scope of the invention patent, it should be noted that, for those skilled in the art, many variations and modifications can be made without departing from the concept of the present invention, and these all fall into the protection scope of the present invention.
Claims (2)
1. The building template reinforcing system is characterized by comprising vertical keels (1) and transverse keels; the vertical keels are vertically arranged close to the wall formwork (8) and fixedly connected with the wall formwork (8) in a traditional mode; the periphery of the vertical keel is provided with a plurality of layers of transverse keels with the same structure, the transverse keels are vertically arranged between the vertical keels (1), and the transverse keels are fixedly connected with the wall formwork (8) through wall penetrating bolts (7);
each layer of transverse keel consists of a female edge (2), a single straight plate (3), a male edge (4) and a corner edge (5) and is reinforced by a pin (6); the female edge (2) is composed of two layers of I-shaped steel, two ends of the female edge are supported by connecting plates (12), and the surface of the I-shaped steel is provided with connecting holes (11) which are arranged in a double-layer staggered manner; the single straight plate (3) is composed of a single layer of I-shaped steel, and the surface of the I-shaped steel is provided with connecting holes (11) which are arranged in a double-layer staggered manner; the male edge (4) is composed of two layers of I-shaped steel, two ends of the male edge are supported by connecting plates (12), a male edge inserting plate (9) is installed at the right end of the male edge, and the I-shaped steel and the male edge inserting plate (9) are respectively provided with connecting holes (11) which are arranged in a double-layer staggered mode; the corner edge (5) is composed of two layers of I-shaped steel, the right end of the corner edge is supported by a connecting plate (12), a corner edge inserting plate (10) is installed at the left end of the corner edge perpendicular to the direction of the corner edge (5), and the I-shaped steel and the corner edge inserting plate (10) are provided with connecting holes (11) which are arranged in a double-layer staggered mode;
the internal corner of the wall template (8) is connected with the female edge (2) through an edge inserting plate (10) on the edge (5) and is fixed by a pin (6); the external corner of the wall template (8) is vertically connected with the female edge (2) by a male edge inserting plate (9) on the male edge (4) and fixed by a pin (6);
the corner edges (5) and the female edges (2), the male edges (4) and the female edges (2) are vertically connected through the single straight plate (3) and fixed through the connecting holes (11) through the pins (6);
the middle of the two layers of I-shaped steel of the female edge (2), the male edge (4) and the corner edge (5) can meet the requirement that a wall-penetrating bolt passes through.
2. The building form reinforcement system of claim 1, wherein the pin is wedge-shaped, one end of the wedge is vertical, the other end of the wedge is inclined, and the lower end of the wedge is a round end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011227433.2A CN112177328A (en) | 2020-11-06 | 2020-11-06 | Building templates system of consolidating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011227433.2A CN112177328A (en) | 2020-11-06 | 2020-11-06 | Building templates system of consolidating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112177328A true CN112177328A (en) | 2021-01-05 |
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ID=73917590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011227433.2A Pending CN112177328A (en) | 2020-11-06 | 2020-11-06 | Building templates system of consolidating |
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| Country | Link |
|---|---|
| CN (1) | CN112177328A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2020344A (en) * | 1978-04-05 | 1979-11-14 | Quintana Real J | Shuttering systems for building construction |
| CN106049854A (en) * | 2016-07-21 | 2016-10-26 | 北京冀龙京达商贸有限公司 | Template reinforcing steel-replacing-wood material structure and usage method |
| CN106481077A (en) * | 2016-10-14 | 2017-03-08 | 曹立英 | A kind of novel reinforced system of template and its construction technology |
| CN107060325A (en) * | 2017-03-23 | 2017-08-18 | 曹立英 | A kind of main joist reinforcement system structure and its construction technology |
| CN206737428U (en) * | 2017-05-17 | 2017-12-12 | 北京住总集团有限责任公司 | A kind of wall form verticality adjusting device |
| CN111636676A (en) * | 2020-06-30 | 2020-09-08 | 河北易鼎行环保科技有限公司 | Building template reinforcement system and construction method thereof |
| CN213952993U (en) * | 2020-11-06 | 2021-08-13 | 大连双成建筑工程技术有限公司 | Building templates system of consolidating |
-
2020
- 2020-11-06 CN CN202011227433.2A patent/CN112177328A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2020344A (en) * | 1978-04-05 | 1979-11-14 | Quintana Real J | Shuttering systems for building construction |
| CN106049854A (en) * | 2016-07-21 | 2016-10-26 | 北京冀龙京达商贸有限公司 | Template reinforcing steel-replacing-wood material structure and usage method |
| CN106481077A (en) * | 2016-10-14 | 2017-03-08 | 曹立英 | A kind of novel reinforced system of template and its construction technology |
| CN107060325A (en) * | 2017-03-23 | 2017-08-18 | 曹立英 | A kind of main joist reinforcement system structure and its construction technology |
| CN206737428U (en) * | 2017-05-17 | 2017-12-12 | 北京住总集团有限责任公司 | A kind of wall form verticality adjusting device |
| CN111636676A (en) * | 2020-06-30 | 2020-09-08 | 河北易鼎行环保科技有限公司 | Building template reinforcement system and construction method thereof |
| CN213952993U (en) * | 2020-11-06 | 2021-08-13 | 大连双成建筑工程技术有限公司 | Building templates system of consolidating |
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