CN212406134U - Cornice plate pouring support frame for building construction - Google Patents
Cornice plate pouring support frame for building construction Download PDFInfo
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- CN212406134U CN212406134U CN202020434549.2U CN202020434549U CN212406134U CN 212406134 U CN212406134 U CN 212406134U CN 202020434549 U CN202020434549 U CN 202020434549U CN 212406134 U CN212406134 U CN 212406134U
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Abstract
The utility model provides a building construction is with board of cornicing pouring support frame relates to the construction field, including roofing and its characterized in that of supporting mechanism, the wall body has been pour at the top of roofing, and supporting mechanism includes horizontal plate and vertical board, and the horizontal plate welding is at the top of vertical board, and the top of horizontal plate is provided with a plurality of paddings, and the board of encorbelmenting has been pour through the template in the top of paddings, and one side of the board of encorbelmenting is pour on the lateral wall of wall body, is provided with fastening assembly between wall body and the vertical board. Thereby through the fastening assembly who sets up with the effectual fixing of vertical board in the supporting mechanism on the outer wall of wall body, and through the horizontal plate that sets up at vertical board top to can prop up at the top of horizontal plate and establish the template and then pour the board of encorbelmenting, can pour one side of the board of encorbelmenting on the lateral wall of wall body through the reinforcing bar, thereby saved the step of the channel-section steel of encorbelmenting commonly used in the current construction, it is big to have reduced fixed a plurality of channel-section steels artificial strength, the condition that expends time a lot.
Description
Technical Field
The utility model relates to a construction field, concretely relates to support frame is pour with board of cornicing to construction.
Background
When the formwork of the cornice plate is erected in building construction, a channel steel is adopted usually, the channel steel is one type of section steel, the channel steel is a channel type steel as the name suggests, and the channel steel is also commonly used for a support structure due to the special modeling and bearing capacity of the channel steel.
But through fixed the setting channel-section steel on the scaffold frame, then set up the template on the channel-section steel, need consume a large amount of channel-section steels, the cost of channel-section steel is higher on the one hand, has improved the construction cost of enterprise, and on the other hand is fixed a plurality of channel-section steels artificial strength big, and it is many to consume time, therefore we have proposed a building construction and pour the support frame with the eaves board.
Disclosure of Invention
Technical problem to be solved
The not enough to prior art, the utility model provides a building construction is with cornice board pouring support frame has solved and has set up the channel-section steel layer, need consume a large amount of channel-section steels, and the cost is very high, has improved the construction cost of enterprise, and fixed a plurality of channel-section steels artificial strength is big, the problem of prolonging construction period more than the consumption time.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:
the cornice plate pouring support frame for building construction comprises a roof and a support mechanism, and is characterized in that a wall body is poured on the top of the roof;
the supporting mechanism comprises a horizontal plate and a vertical plate, and the horizontal plate is welded at the top of the vertical plate;
the top of the horizontal plate is provided with a plurality of skids, the top of each skid is cast with a cantilever plate through a template, and one side of each cantilever plate is cast on the side wall of the wall body;
and a fastening assembly is arranged between the wall body and the vertical plate.
Preferably, the welding has two bracing pieces, two between horizontal plate and the vertical board the bracing piece is symmetrical about the axis of horizontal plate and vertical board, the middle part welding of bracing piece has two head rods and second connecting rod, two the one end that the bracing piece was kept away from to the head rod is welded respectively on the diapire of horizontal plate and the lateral wall of vertical board, the one end welding that the bracing piece was kept away from to the second connecting rod is in the junction of horizontal plate and vertical board.
Preferably, the number of the fastening assemblies is four, each fastening assembly comprises a pre-buried sleeve and a fixed rod, the pre-buried sleeve is arranged inside the wall body and communicated with the outside, the fixed rods are inserted into the inner wall of the pre-buried sleeve in an inserted mode, a pressing plate is welded at one end of each fixed rod, the side wall of the pressing plate is attached to the outer wall of the wall body, the other end of each fixed rod penetrates through the vertical plate to extend to the outside, external threads are formed in the outer surface of each fixed rod, and each external thread is connected with a fastening nut in a threaded mode.
Preferably, the both ends of embedded sleeve surface all are provided with two first fixed steel bars and two second fixed steel bars, two first fixed steel bar welds respectively on the embedded sleeve left and right sides outer wall, two the second fixed steel bar welds respectively on the embedded sleeve upper and lower both sides outer wall, and two the second fixed steel bar welds between two first fixed steel bars.
Preferably, a gasket is arranged between the vertical plate and the fastening nut.
Preferably, the upper surface of the horizontal plate is fixedly connected with a guard rail through bolts.
(III) advantageous effects
The utility model provides a support frame is pour with board of cornicing to construction. Compared with the prior art, the method has the following beneficial effects:
thereby the fastening assembly through setting up is effectual to be fixed on the outer wall of wall body with the vertical board in the supporting mechanism, and through setting up the horizontal plate at vertical board top, thereby can prop up at the top of horizontal plate and establish the template and then pour the board of encorbelmenting, can pour one side of the board of encorbelmenting on the lateral wall of wall body through the reinforcing bar, thereby the step of the channel-section steel of encorbelmenting commonly used in having saved current construction, the cost of channel-section steel has been saved greatly, it is big to have reduced fixed a plurality of channel-section steels artificial strength simultaneously, the condition that the consumption time is.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the overall structure of the present invention;
fig. 3 is an enlarged schematic view of a portion a of fig. 1 according to the present invention;
fig. 4 is a schematic mechanism diagram of the supporting mechanism of the present invention;
fig. 5 is a schematic structural view of the pre-buried sleeve of the present invention.
In the figure: 1. a roof; 101. a wall body; 102. a cantilever plate; 103. a guard rail; 2. a support mechanism; 201. a horizontal plate; 202. a vertical plate; 203. a support bar; 204. a first connecting rod; 205. a second connecting rod; 206. wood padding; 3. pre-burying a sleeve; 301. a first fixed rebar; 302. a second fixed rebar; 4. fixing the rod; 401. pressing a plate; 402. an external thread; 403. fastening a nut; 404. and (7) a gasket.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention are clearly and completely described, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
The embodiment of the application provides a support frame is pour with board of cornicing to construction, solved and set up the channel steel layer, need consume a large amount of channel-section steels, the cost is higher, the construction cost of enterprise has been improved, it is big to fix a plurality of channel-section steels artificial strength, the problem that the time spent is many, the realization is with the effectual fixing on the outer wall of wall body 101 of vertical board 202 in the supporting mechanism 2, and through the horizontal plate 201 that sets up, thereby can prop up at the top of horizontal plate 201 and establish the template and then pour cantilever plate 102.
In order to solve the technical problems, the general idea of the embodiment of the application is as follows:
need consume a large amount of channel-section steels among the prior art, the cost is higher, has improved the construction cost of enterprise, and fixed a plurality of channel-section steels artificial strength is big, and in order to reduce cost and artificial strength, it is fixed with vertical board 202 through setting up fastening components, has set up bracing piece 203, head rod 204 and second connecting rod 205 for fixed horizontal plate 201 to can prop up at the top of horizontal plate 201 and establish the template and then pour cantilever plate 102.
In order to better understand the technical solution, the technical solution will be described in detail with reference to the drawings and the specific embodiments.
Example 1: reference is made to fig. 1, 3, 4 and 5;
a cornice plate pouring support frame for building construction comprises a roof 1 and a support mechanism 2, wherein a wall body 101 is poured on the top of the roof 1, the support mechanism 2 comprises a horizontal plate 201 and a vertical plate 202, the horizontal plate 201 is welded on the top of the vertical plate 202, a plurality of skids 206 are arranged on the top of the horizontal plate 201, the cantilever plate 102 is poured on the top of the skids 206 through a template, one side of the cantilever plate 102 is poured on the side wall of the wall body 101, a fastening assembly is arranged between the wall body 101 and the vertical plate 202, the vertical plate 202 in the support mechanism 2 is effectively fixed on the outer wall of the wall body 101 through the arranged fastening assembly, the horizontal plate 201 arranged on the top of the vertical plate 202 is used for supporting the template on the top of the horizontal plate 201 and further the cantilever plate 102, one side of the cantilever plate 102 can be poured on the side wall of the wall body 101 through reinforcing steel bars, and the step of commonly used channel steel in the existing construction is omitted, the manufacturing cost of the channel steel is greatly saved, and the conditions of large labor intensity and much time consumption of fixing a plurality of channel steels are reduced.
Two support rods 203 are welded between the horizontal plate 201 and the vertical plate 202, the two support rods 203 are symmetrical about the central axes of the horizontal plate 201 and the vertical plate 202, two first connecting rods 204 and two second connecting rods 205 are welded at the middle parts of the support rods 203, one ends of the two first connecting rods 204 far away from the support rods 203 are respectively welded on the bottom wall of the horizontal plate 201 and the side wall of the vertical plate 202, one ends of the second connecting rods 205 far away from the support rods 203 are welded at the joint of the horizontal plate 201 and the vertical plate 202, through the support rod 203, the two first connecting rods 204 and the second connecting rod 205, so that the vertical plate 202 effectively supports the horizontal plate 201, and the top of the horizontal plate 201 is prevented from being damaged due to over-pressure, and the number of the support rods 203 is two in the embodiment, the number may be increased according to the length of the on-site horizontal plate 201 to increase the supporting effect.
The number of the fastening assemblies is four, each fastening assembly comprises an embedded sleeve 3 and a fixed rod 4, the embedded sleeve 3 is arranged inside the wall body 101, the inside of the embedded sleeve 3 is communicated with the outside, the fixed rod 4 is inserted into the inner wall of the embedded sleeve 3, a pressing plate 401 is welded at one end of the fixed rod 4, the side wall of the pressing plate 401 is attached to the outer wall of the wall body 101, the other end of the fixed rod 4 penetrates through the vertical plate 202 and extends towards the outside, an external thread 402 is arranged on the outer surface of the fixed rod 4, the external thread 402 is in threaded connection with a fastening nut 403, the embedded sleeve 3 is embedded in the wall body 101, when the vertical plate 202 is fixed, the fixed rod 4 is inserted into the embedded sleeve 3 and penetrates through the vertical plate 202 after penetrating through the wall body 101 until the side wall of the pressing plate 401 is attached to the outer wall of the wall body 101, and then the fastening, until the tightening nut 403 abuts against the outer wall of the vertical plate 202 so that the vertical plate 202 is fixed to the outer wall of the wall body 101.
Two ends of the outer surface of the embedded sleeve 3 are provided with two first fixed steel bars 301 and two second fixed steel bars 302, the two first fixed steel bars 301 are welded on the outer walls of the left side and the right side of the embedded sleeve 3 respectively, the two second fixed steel bars 302 are welded on the outer walls of the upper side and the lower side of the embedded sleeve 3 respectively, the two second fixed steel bars 302 are welded between the two first fixed steel bars 301, the two first fixed steel bars 301 and the two second fixed steel bars 302 are welded with the embedded sleeve 3, the two first fixed steel bars 301 and the two second fixed steel bars 302 are bound with the steel bars inside the wall body 101 simultaneously, the position of the embedded sleeve 3 in the process of pouring the wall body 101 cannot deviate, and the effective positioning effect is achieved.
A gasket 404 is arranged between the vertical plate 202 and the fastening nut 403, and the gasket 404 can effectively protect the fastening nut 403, and meanwhile, the rotation of the fastening nut 403 is facilitated, so that the fastening effect on the vertical plate 202 is increased.
The upper surface of horizontal plate 201 passes through bolt fixedly connected with and prevents railing 103, through the protection railing 103 that sets up, has played effectual guard action to the constructor who erects the template.
The working principle is as follows: in the construction process, firstly, a wall body 101 is poured on the top of a roof 1, an embedded sleeve 3 is embedded in the wall body 101, two first fixed steel bars 301 and two second fixed steel bars 302 are welded with the embedded sleeve 3, and the two first fixed steel bars 301 and the two second fixed steel bars 302 are bound with steel bars inside the wall body 101, so that the position of the embedded sleeve 3 cannot deviate in the pouring process of the wall body 101;
after the wall body 101 is poured and maintained, the fixing rod 4 is inserted into the embedded sleeve 3, the vertical plate 202 penetrates through the wall body 101 and then penetrates through the wall body 101, until the side wall of the pressing plate 401 is attached to the outer wall of the wall body 101, then the fastening nut 403 is rotated to enable the inner wall of the fastening nut 403 to be in threaded connection with the external thread 402 on the outer surface of the fixing rod 4, until the fastening nut 403 abuts against the outer wall of the vertical plate 202, the vertical plate 202 is fixed on the outer wall of the wall body 101, then the template can be erected at the top of the horizontal plate 201 through the skid 206 to pour the cantilever plate 102, and one side of the cantilever plate 102 can be poured on the side wall of the wall body 101.
Example 2: refer to fig. 2, 3, 4 and 5;
the embodiment 2 is substantially the same as the embodiment 1, except that the embedded sleeves 3 are embedded in the outer wall at the bottom of the roof 1, the above work is repeated to fix the vertical plates 202 on the outer wall, at this time, the templates of the wall 101 are arranged on the roof 1 and the horizontal plates 201, meanwhile, the templates of the cantilever plates 102 are arranged on the horizontal plates 201 through steel plate supports, and therefore the wall 101 and the cantilever plates 102 can be integrally cast.
In summary, compared with the prior art, the method has the following beneficial effects:
thereby through the fastening assembly who sets up with the effectual fixing on the outer wall of wall body 101 of vertical board 202 in the supporting mechanism 2, and through setting up the horizontal plate 201 at vertical board 202 top, thereby can prop up at the top of horizontal plate 201 and establish the template and then pour board 102 of encorbelmenting, can pour one side of board 102 of encorbelmenting on the lateral wall of wall body 101 through the reinforcing bar, thereby the step of the channel-section steel of encorbelmenting commonly used in the current construction has been saved, the cost of channel-section steel has been saved greatly, it is big to have reduced fixed a plurality of channel-section steel artificial strength simultaneously, consume the condition that the time is many.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (6)
1. A cornice plate pouring support frame for building construction comprises a roof (1) and a support mechanism (2), and is characterized in that a wall body (101) is poured on the top of the roof (1);
the supporting mechanism (2) comprises a horizontal plate (201) and a vertical plate (202), and the horizontal plate (201) is welded to the top of the vertical plate (202);
the top of the horizontal plate (201) is provided with a plurality of skids (206), the top of each skid (206) is cast with a cantilever plate (102) through a template, and one side of each cantilever plate (102) is cast on the side wall of the wall body (101);
and a fastening assembly is arranged between the wall body (101) and the vertical plate (202).
2. The cornicing plate pouring support frame for building construction as claimed in claim 1, wherein two support rods (203) are welded between the horizontal plate (201) and the vertical plate (202), the two support rods (203) are symmetrical about the central axes of the horizontal plate (201) and the vertical plate (202), two first connecting rods (204) and two second connecting rods (205) are welded to the middle portion of the support rods (203), one ends of the two first connecting rods (204) far away from the support rods (203) are respectively welded to the bottom wall of the horizontal plate (201) and the side wall of the vertical plate (202), and one ends of the second connecting rods (205) far away from the support rods (203) are welded to the joint of the horizontal plate (201) and the vertical plate (202).
3. The cornice plate pouring support frame for building construction according to claim 1, wherein the number of the fastening assemblies is four, each fastening assembly comprises an embedded sleeve (3) and a fixing rod (4), each embedded sleeve (3) is arranged inside a wall body (101), the inside of each embedded sleeve (3) is communicated with the outside, each fixing rod (4) is inserted into the inner wall of each embedded sleeve (3), a pressing plate (401) is welded at one end of each fixing rod (4), the side wall of each pressing plate (401) is attached to the outer wall of the wall body (101), the other end of each fixing rod (4) penetrates through a vertical plate (202) and extends to the outside, external threads (402) are formed in the outer surface of each fixing rod (4), and each external thread (402) is in threaded connection with a fastening nut (403).
4. The cornice plate pouring support frame for building construction according to claim 3, wherein two first fixing steel bars (301) and two second fixing steel bars (302) are arranged at two ends of the outer surface of the embedded sleeve (3), the two first fixing steel bars (301) are respectively welded on the outer walls of the left side and the right side of the embedded sleeve (3), the two second fixing steel bars (302) are respectively welded on the outer walls of the upper side and the lower side of the embedded sleeve (3), and the two second fixing steel bars (302) are welded between the two first fixing steel bars (301).
5. The cornice casting support frame for building construction as claimed in claim 3, wherein a gasket (404) is arranged between the vertical plate (202) and the fastening nut (403).
6. The cornice casting support frame for building construction according to claim 1, wherein the upper surface of the horizontal plate (201) is fixedly connected with a protective railing (103) through a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020434549.2U CN212406134U (en) | 2020-03-30 | 2020-03-30 | Cornice plate pouring support frame for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020434549.2U CN212406134U (en) | 2020-03-30 | 2020-03-30 | Cornice plate pouring support frame for building construction |
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| Publication Number | Publication Date |
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| CN212406134U true CN212406134U (en) | 2021-01-26 |
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| CN202020434549.2U Active CN212406134U (en) | 2020-03-30 | 2020-03-30 | Cornice plate pouring support frame for building construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113719118A (en) * | 2021-08-20 | 2021-11-30 | 中建科工集团有限公司 | Steel structure concrete floating plate pouring support frame and construction method thereof |
| CN114541570A (en) * | 2022-03-04 | 2022-05-27 | 中建八局第二建设有限公司 | Organ type outer vertical surface structure and construction method |
-
2020
- 2020-03-30 CN CN202020434549.2U patent/CN212406134U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113719118A (en) * | 2021-08-20 | 2021-11-30 | 中建科工集团有限公司 | Steel structure concrete floating plate pouring support frame and construction method thereof |
| CN114541570A (en) * | 2022-03-04 | 2022-05-27 | 中建八局第二建设有限公司 | Organ type outer vertical surface structure and construction method |
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