CN213086701U - Template component for hydraulic and hydroelectric engineering construction - Google Patents

Template component for hydraulic and hydroelectric engineering construction Download PDF

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Publication number
CN213086701U
CN213086701U CN202021811293.9U CN202021811293U CN213086701U CN 213086701 U CN213086701 U CN 213086701U CN 202021811293 U CN202021811293 U CN 202021811293U CN 213086701 U CN213086701 U CN 213086701U
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template
groove
bulge
template body
engineering construction
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钟海鹏
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Abstract

The utility model discloses a template component of hydraulic and hydroelectric engineering construction, including a plurality of first template monomer subassemblies and a plurality of second template monomer subassemblies, every first template monomer subassembly includes first template body, first arch, the second is protruding, third arch and fourth arch, first arch and the protruding symmetry of second set up side and downside on first template body, third arch and the protruding symmetry of fourth set up in first template body left surface and right flank, every second template monomer subassembly includes second template body, first recess, second recess, third recess and fourth recess, the utility model discloses simple structure, the concatenation and the dismantlement of being convenient for, the planarization is good after the concatenation, can improve the concrete placement aesthetic property, and overall structure intensity is high moreover, non-deformable, and reuse rate is high.

Description

Template component for hydraulic and hydroelectric engineering construction
Technical Field
The utility model relates to a hydraulic and hydroelectric engineering technical field specifically is a template subassembly of hydraulic and hydroelectric engineering construction.
Background
At present, most of the templates commonly used in hydraulic engineering construction are steel templates and wood templates. In the production practice, the wood formwork has the defects of insufficient strength, low reuse rate, easy damage and the like, and the surface of the poured concrete has the defects of honeycombs, pitted surfaces and the like, so that the construction quality of the hydraulic and hydroelectric engineering cannot be effectively improved, and therefore, the existing formwork is required to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template component of hydraulic and hydroelectric engineering construction to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a template assembly for hydraulic and hydroelectric engineering construction comprises a plurality of first template single assemblies and a plurality of second template single assemblies;
each first template single component comprises a first template body, a first bulge, a second bulge, a third bulge and a fourth bulge, wherein the first bulge and the second bulge are symmetrically arranged on the upper side surface and the lower side surface of the first template body, and the third bulge and the fourth bulge are symmetrically arranged on the left side surface and the right side surface of the first template body;
each second template monomer assembly comprises a second template body, a first groove, a second groove, a third groove and a fourth groove, wherein the first groove and the second groove are symmetrically arranged on the upper side surface and the lower side surface of the second template body, the third groove and the fourth groove are symmetrically arranged on the left side surface and the right side surface of the second template body, the first bulge is matched with the second groove, the second bulge is matched with the first groove, the third bulge is matched with the fourth groove, the fourth bulge is matched with the third groove, and the plurality of first template bodies and the plurality of second template bodies are spliced with each other to form a template whole; wherein, splice as an organic wholely after through arch, recess block between first template body and the second template body, the holistic equipment of the construction form of being convenient for, the cost of labor is low, the change in the later stage of being convenient for moreover, in addition, can improve concrete placement's planarization.
Preferably, the template assembly for water conservancy and hydropower engineering construction further comprises a reinforcing mechanism, the reinforcing mechanism comprises a plurality of groups of reinforcing rib assemblies and a plurality of steel plates, the steel plates are fixedly mounted on the back surfaces of the first template bodies and the second template bodies through screws respectively, the reinforcing rib assemblies are mounted on the steel plates respectively, each group of reinforcing rib assemblies comprises a plurality of transverse reinforcing ribs and a plurality of longitudinal reinforcing ribs, and the transverse reinforcing ribs and the longitudinal reinforcing ribs are perpendicularly welded on the steel plates; this strengthening mechanism can improve the holistic compressive strength of template body and anti deformability, and then has improved concrete placement quality.
Preferably, the application provides a template component of hydraulic and hydroelectric engineering construction, wherein, first arch, second arch, third arch and fourth arch all adopt T type or V type structure.
Preferably, the template assembly for the water conservancy and hydropower engineering construction, provided by the application, is characterized in that the lengths of the first template body and the second template body are both 400-600mm, and the widths of the first template body and the second template body are both 300-500 mm.
Preferably, the template component of hydraulic and hydroelectric engineering construction that this application provided, wherein, many horizontal stiffening rib and many vertical stiffening rib diameter are 2mm-3 mm.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model has simple structure, convenient splicing and disassembly, good smoothness after splicing, high overall structural strength, difficult deformation and high repeated utilization rate, and can improve the aesthetic property of concrete pouring; the first formwork body and the second formwork body are clamped through the protrusions and the grooves and then are spliced into a whole, so that the whole construction formwork is convenient to assemble, the labor cost is low, later-stage replacement is convenient, and in addition, the flatness of concrete pouring can be improved; the reinforcing mechanism who adopts can improve the holistic compressive strength of template body and anti deformability, and then has improved concrete placement quality.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the structure of the strengthening mechanism of the present invention.
In the figure: the first formwork body 1, the first bulge 2, the second bulge 3, the third bulge 4, the fourth bulge 5, the second formwork body 6, the first groove 7, the second groove 8, the third groove 9, the fourth groove 10, the steel plate 11, the transverse reinforcing rib 12 and the longitudinal reinforcing rib 13.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention; it should be noted that unless otherwise expressly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-2, the present invention provides a technical solution: a template assembly for hydraulic and hydroelectric engineering construction comprises a plurality of first template single assemblies and a plurality of second template single assemblies;
each first template single component comprises a first template body 1, a first bulge 2, a second bulge 3, a third bulge 4 and a fourth bulge 5, wherein the first bulge 2 and the second bulge 3 are symmetrically arranged on the upper side surface and the lower side surface of the first template body 1, and the third bulge 4 and the fourth bulge 5 are symmetrically arranged on the left side surface and the right side surface of the first template body 1; the first bulge 2, the second bulge 3, the third bulge 4 and the fourth bulge 5 are all in a T-shaped or V-shaped structure;
each second template monomer assembly comprises a second template body 6, a first groove 7, a second groove 8, a third groove 9 and a fourth groove 10, wherein the first groove 7 and the second groove 8 are symmetrically arranged on the upper side surface and the lower side surface of the second template body 6, the third groove 9 and the fourth groove 10 are symmetrically arranged on the left side surface and the right side surface of the second template body 6, the first bulge 2 is matched with the second groove 8, the second bulge 3 is matched with the first groove 7, the third bulge 4 is matched with the fourth groove 10, the fourth bulge 5 is matched with the third groove 9, the fourth bulge 5 is matched with the fourth groove 10, and the plurality of first template bodies 1 and the plurality of second template bodies 2 are spliced with each other to form a template whole; the length of the first template body 1 and the length of the second template body 6 are both 400-fold and 600mm, and the width of the first template body 1 and the width of the second template body are both 300-fold and 500 mm. Wherein, splice as an organic wholely after through arch, recess block between first template body and the second template body, the holistic equipment of the construction form of being convenient for, the cost of labor is low, the change in the later stage of being convenient for moreover, in addition, can improve concrete placement's planarization.
The utility model discloses still include strengthening mechanism, strengthening mechanism includes multiunit stiffening rib subassembly and polylith steel sheet 11, the polylith steel sheet 11 respectively through screw fixed mounting in the 6 backs of a plurality of first template bodies 1 and a plurality of second template body, multiunit the stiffening rib subassembly install respectively in polylith steel sheet 11, every group the stiffening rib subassembly include many horizontal stiffening ribs 12 and many vertical stiffening ribs 13, many horizontal stiffening rib 12 and many vertical stiffening ribs 13 mutually perpendicular weld in steel sheet 11. This strengthening mechanism can improve the holistic compressive strength of template body and anti deformability, and then has improved concrete placement quality.
The installation method comprises the following steps: firstly, a plurality of transverse reinforcing ribs 12 and a plurality of longitudinal reinforcing ribs 13 are mutually and vertically welded on a steel plate 11, then the steel plate 11 is respectively arranged on the back surface of a first template body 1 and the back surface of a second template body 6 through screws, then a first bulge 2, a second bulge 3, a third bulge and a fourth bulge 4 on a single first template body 1 are respectively clamped and connected in a first groove 7, a second groove 8, a third groove 9 and a fourth groove 10 on a single second template body 6 for fixation, the splicing among a plurality of first template bodies 1 and a plurality of second template bodies 6 is completed in the same way, the completed template whole is formed, after the use is finished, only the first template body and the second template body are required to be separated, and the cyclic utilization can be realized.
To sum up, the utility model discloses simple structure, the concatenation and the dismantlement of being convenient for, the planarization is good after the concatenation, can improve the concrete placement aesthetic property, and overall structure intensity is high moreover, non-deformable, and reuse rate is high.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (5)

1. The utility model provides a template component of hydraulic and hydroelectric engineering construction which characterized in that: comprises a plurality of first template monomer assemblies and a plurality of second template monomer assemblies;
each first template single component comprises a first template body (1), a first bulge (2), a second bulge (3), a third bulge (4) and a fourth bulge (5), wherein the first bulge (2) and the second bulge (3) are symmetrically arranged on the upper side surface and the lower side surface of the first template body (1), and the third bulge (4) and the fourth bulge (5) are symmetrically arranged on the left side surface and the right side surface of the first template body (1);
each second template single component comprises a second template body (6), a first groove (7), a second groove (8), a third groove (9) and a fourth groove (10), the first groove (7) and the second groove (8) are symmetrically arranged on the upper side surface and the lower side surface of the second template body (6), the third groove (9) and the fourth groove (10) are symmetrically arranged on the left side surface and the right side surface of the second template body (6), the first bulge (2) is matched with the second groove (8), the second bulge (3) is matched with the first groove (7), the third protrusion (4) is matched with the fourth groove (10), the fourth protrusion (5) is matched with the third groove (9), and the first template body (1) and the second template bodies (6) are mutually spliced to form a whole template.
2. The formwork assembly of water conservancy and hydropower engineering construction according to claim 1, wherein: still include strengthening mechanism, strengthening mechanism includes multiunit stiffening rib subassembly and polylith steel sheet (11), polylith steel sheet (11) are respectively through screw fixed mounting in a plurality of first template bodies (1) and a plurality of second template body (6) back, multiunit the stiffening rib subassembly is installed respectively in polylith steel sheet (11), every group the stiffening rib subassembly include many horizontal stiffening ribs (12) and many vertical stiffening ribs (13), many horizontal stiffening rib (12) and many vertical stiffening ribs (13) are the welding in steel sheet (11) of mutually perpendicular.
3. The formwork assembly of water conservancy and hydropower engineering construction according to claim 1, wherein: the first protrusion (2), the second protrusion (3), the third protrusion (4) and the fourth protrusion (5) are all of T-shaped or V-shaped structures.
4. The formwork assembly of water conservancy and hydropower engineering construction according to claim 1, wherein: the length of the first template body (1) and the length of the second template body (6) are both 400-500 mm, and the width of the first template body and the second template body are both 300-500 mm.
5. A template assembly for hydraulic and hydroelectric engineering construction according to claim 2, wherein: the diameters of the transverse reinforcing ribs (12) and the longitudinal reinforcing ribs (13) are both 2mm-3 mm.
CN202021811293.9U 2020-08-26 2020-08-26 Template component for hydraulic and hydroelectric engineering construction Active CN213086701U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021811293.9U CN213086701U (en) 2020-08-26 2020-08-26 Template component for hydraulic and hydroelectric engineering construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021811293.9U CN213086701U (en) 2020-08-26 2020-08-26 Template component for hydraulic and hydroelectric engineering construction

Publications (1)

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CN213086701U true CN213086701U (en) 2021-04-30

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404291A (en) * 2021-07-15 2021-09-17 中国建筑第八工程局有限公司 Formwork support system and construction method thereof
CN114808945A (en) * 2022-04-28 2022-07-29 中铁时代建筑设计院有限公司 Cast-in-place large-diameter tubular pile for foundation pit support and tubular pile construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404291A (en) * 2021-07-15 2021-09-17 中国建筑第八工程局有限公司 Formwork support system and construction method thereof
CN113404291B (en) * 2021-07-15 2022-11-25 中国建筑第八工程局有限公司 Formwork support system and construction method thereof
CN114808945A (en) * 2022-04-28 2022-07-29 中铁时代建筑设计院有限公司 Cast-in-place large-diameter tubular pile for foundation pit support and tubular pile construction method

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