CN221031401U - Floor engineering construction support - Google Patents
Floor engineering construction support Download PDFInfo
- Publication number
- CN221031401U CN221031401U CN202322749189.1U CN202322749189U CN221031401U CN 221031401 U CN221031401 U CN 221031401U CN 202322749189 U CN202322749189 U CN 202322749189U CN 221031401 U CN221031401 U CN 221031401U
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- Prior art keywords
- engineering construction
- construction support
- fixedly connected
- floor engineering
- strip
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- 238000010276 construction Methods 0.000 title claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 238000009432 framing Methods 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model particularly discloses a floor engineering construction support, which comprises at least two rows of strip bases arranged on the ground, wherein a plurality of steel pipe columns are fixedly arranged on each row of strip bases at intervals, double-spliced I-beams are longitudinally and fixedly connected between the steel pipe columns on the two adjacent rows of strip bases, a plurality of banks of bailey beam supports with top end faces at the same horizontal plane are transversely and fixedly arranged on the double-spliced I-beams, a plurality of first square timber is longitudinally and fixedly connected on the bailey beam supports, and a plurality of full-framing scaffolds for supporting floor engineering construction templates are fixedly connected on the first square timber. According to the utility model, the bailey beam support and the full framing scaffold are effectively supported by the strip base and the steel pipe column, so that normal construction on the floor engineering construction support can be realized, meanwhile, the non-shutdown operation of a working site below the construction support is ensured, the working efficiency is effectively improved, and the application range of the construction support is enlarged.
Description
Technical Field
The utility model relates to the technical field of building equipment, in particular to a floor engineering construction support.
Background
At present, special requirements for ensuring normal operation of construction site business in the construction process of floor engineering exist, and in order to realize the special requirements for construction of the floor engineering, the application provides the floor engineering construction support which has the advantages of simple structure, low cost and convenient disassembly and can realize normal operation of the construction site business.
Disclosure of utility model
In order to solve the technical problems, the utility model provides a floor engineering construction support, which comprises at least two rows of strip bases arranged on the ground, wherein a plurality of steel pipe columns are fixedly arranged on each row of strip bases at intervals, double-spliced I-shaped steel is longitudinally and fixedly connected between the steel pipe columns on the two adjacent rows of strip bases, a plurality of banks of bailey beam supports with top end faces at the same horizontal plane are transversely and fixedly arranged on the double-spliced I-shaped steel, a plurality of first square timber is longitudinally and fixedly connected on the bailey beam supports, and a plurality of full-framing scaffolds for supporting floor engineering construction templates are fixedly connected on the first square timber.
Preferably, a flange is arranged at the lower end of each steel pipe column, and the flange is in threaded connection with bolts embedded in the strip base correspondingly so as to form an integral structure.
Preferably, the spacing between two adjacent steel pipe columns on the same row of strip bases is the same.
Preferably, the full framing scaffold is a bowl-buckle type, and the full framing scaffold is fixedly connected to the corresponding first square timber through a bowl-buckle type structure.
Preferably, splayed rods are arranged at four corners of the full framing scaffold.
Preferably, the full framing scaffold comprises a plurality of vertical setting upright posts and a plurality of transverse setting cross bars, wherein the upright posts are different in length and are arranged in a staggered manner, the cross bars are respectively connected with the upright posts different in length and are arranged in a staggered manner, and the bottom of each upright post is provided with an adjustable base fixedly connected with a first square wood and used for adjusting the height of the corresponding upright post.
Preferably, the support points of the bailey beam brackets are provided with reinforcing chords.
Preferably, channel steel scissor struts are arranged between two adjacent steel pipe columns on the same row of strip bases.
Preferably, a plurality of second square timbers and a plurality of third square timbers that vertically set up are fixedly connected with in the top of full framing scaffold, the attach fitting between second square timbers and the second square timbers, the attach fitting between second square timbers and the third square timbers and the attach fitting between third square timbers and the third square timbers all stagger each other and set up.
Compared with the prior art, the construction support for the floor engineering provided by the utility model has the advantages that the plurality of steel pipe columns are arranged on the strip base to support the whole structure, so that the whole required supporting force of the construction support can be ensured, meanwhile, the whole construction template constructed above the construction support is uniformly stressed based on the matched connection of the bailey beam support and the full framing scaffold, the normal construction above the construction support is ensured, the normal operation of the working field below the construction support can be ensured by the steel pipe columns arranged at intervals, the construction without shutdown is realized, the working efficiency is effectively improved, the application range of the construction support is enlarged, and the construction support has the characteristics of simple structure and low cost.
Drawings
Figure 1 is a top view of a construction support for floor works in accordance with the present utility model,
Figure 2 is a top view of the connection of the strip foundation and the steel column in the present utility model,
FIG. 3 is a top view of the connection of the strip base, the steel pipe column and the double-spliced I-steel in the utility model,
FIG. 4 is a top view of the connection of the strip foundation, the steel pipe column, the double-spliced I-steel and the bailey beam bracket,
FIG. 5 is a top view of the connection of the strip foundation, the steel pipe column, the double-spliced I-steel, the bailey beam bracket and the first square timber,
Fig. 6 is a front view of fig. 1.
In the figure: 1. strip base, steel pipe column, double-spliced I-steel, bailey beam bracket, first square timber and full-framing scaffold.
Detailed Description
The utility model will be described more fully hereinafter with reference to the accompanying drawings and the preferred embodiments for facilitating an understanding of the structure and method of operation of the utility model, but the scope of the utility model is not limited to the specific embodiments described. It should be noted that, under the condition of not affecting the use effect, the structural features and the sizes of the components in the embodiment of the utility model can be changed, the connection mode can be replaced, and the size of the device can be changed.
Unless defined otherwise, all technical and scientific terms used hereinafter have the same meaning as commonly understood by one of ordinary skill in the art. The terms "first," "second," and the like in the description and in the claims, do not denote any order, quantity, or importance, but rather are used to facilitate distinguishing between corresponding features. Also, the terms "a" or "an" and the like do not denote a limitation of quantity, but rather denote the presence of at least one. The terms "connected" or "connected" and the like are not limited to a direct connection, but may be indirectly connected through other intermediate connections. "above", "below", "one side", "the other side", "vertical", "lateral", etc. are used only to indicate a relative positional relationship, which changes when the absolute position of the object to be described changes accordingly.
As shown in fig. 1-6, the floor engineering construction support provided by the utility model comprises at least two rows of strip bases 1 arranged on the ground, wherein a plurality of steel pipe columns 2 are fixedly arranged on each row of strip bases 1 at intervals, double-spliced I-steel 3 are longitudinally and fixedly connected between the steel pipe columns 2 on each two adjacent rows of strip bases 1, multiple rows of bailey beam supports 4 with the top end faces at the same horizontal plane are transversely and fixedly arranged on the double-spliced I-steel 3, a plurality of first square timber 5 are longitudinally and fixedly connected on the bailey beam supports 4, and a plurality of full-framing scaffold 6 for supporting floor engineering construction templates are fixedly connected on the first square timber 5.
In this embodiment, the number of the strip bases 1 and the steel pipe columns 2 may be adjusted according to the actual situation of the floor engineering construction template; firstly, compacting the foundation of a construction site, and after the bearing capacity of the foundation meets the requirement, performing strip foundation construction to obtain a strip foundation 1 for installing the steel pipe column 2. Wherein, the bailey beam bracket 4 and the full framing scaffold 6 are both in the prior art.
In the embodiment, the steel pipe columns 2 are fixedly arranged on the strip base 1 at intervals, so that the whole supporting force required by the construction support can be ensured, meanwhile, the construction site can be ensured not to stop running in the construction process above the floor engineering construction support, and the construction efficiency is effectively improved; moreover, the matched connection of the bailey beam bracket 4 and the full-framing scaffold 6 is adopted, so that the whole construction template constructed above the construction bracket is uniformly stressed, the guarantee is provided for the normal construction above the construction bracket, and the full-framing scaffold has a simple structure. Low cost and wide application range.
The lower end of each steel pipe column 2 is provided with a flange (not shown in the figure), and the flange is in threaded connection with a bolt (not shown in the figure) embedded in the strip base 1 correspondingly so as to form an integral structure.
In this embodiment, the strip base 1 needs the pre-buried bolt when concrete placement, through pre-buried bolt and the flange threaded connection who sets up at steel-pipe column 2 lower extreme tip, and then make steel-pipe column 2 fix on strip base 1, guaranteed the connection stability between steel-pipe column 2 and the strip base 1.
As shown in fig. 1 and 6, the spacing between two adjacent steel pipe columns 2 on the same row of strip bases 1 is the same. The steel pipe column 2 structure that evenly lays provides the guarantee for construction support overall support. In other embodiments, in order to facilitate the normal operation of the construction site, the spacing between two adjacent steel pipe columns 2 on the same row of the strip base 1 may also be set to be different.
The full framing scaffold 6 is a bowl-buckle type, the full framing scaffold 6 is fixedly connected to the corresponding first square timber 5 through a bowl-buckle type structure, and splayed rods (not shown in the figure) are arranged at four corners of the full framing scaffold 6.
In the embodiment, the full-framing scaffold 6 with the bowl-buckling structure is detachably and fixedly connected with the first party timber 5, so that the connection reliability between the full-framing scaffold 6 and the first party timber 5 is ensured, and the subsequent disassembly is convenient to realize the recycling of parts; by arranging splayed bars at the four corners of the full framing scaffold 6, the integrity and stability of the full framing scaffold 6 is further improved.
The full framing scaffold 6 comprises a plurality of vertical uprights (not shown in the figure) and a plurality of transverse crossbars (not shown in the figure), wherein the vertical uprights are different in length and are arranged in a staggered manner, the crossbars are respectively connected with the vertical uprights which are different in length and are arranged in a staggered manner, and the bottom of each vertical upright is provided with an adjustable base (not shown in the figure) which is fixedly connected with the first party wood 5 and is used for adjusting the height of the corresponding vertical upright.
In this embodiment, in order to further improve the wholeness and the stability of the full framing scaffold 6, a plurality of vertical rods with different lengths and staggered arrangement are further arranged, and a plurality of vertical rods are connected by using a transverse cross rod arranged transversely to form the full framing scaffold 6 with a crisscross structure, and the connection position between the vertical rods and the cross rod is adjusted based on the adjustable base by arranging the adjustable base at the bottom of the vertical rods. It should be noted that, in this embodiment, the bottom of the full-framing scaffold 6 includes a plurality of cross bars and a plurality of vertical bars, the cross bars connected with the adjustable base are provided with adjustable supporting supports matched with the adjustable base, the engagement length between nuts provided on the adjustable supporting supports and screw rods provided on the adjustable base is not less than 5 buckles, the length of the screw rods inserted into the corresponding vertical bars is not less than 150mm, and the extending length of the screw rods is not more than 300mm.
Wherein, the fulcrum positions of the bailey beam brackets 4 are respectively provided with a reinforcing chord member.
In this embodiment, through setting up the reinforcement chord in the fulcrum position department of bailey beam support 4, can effectively improve bailey beam support 4's whole holding power, provide the guarantee for the normal construction of construction support.
Channel steel scissor struts (not shown in the figure) are arranged between two adjacent steel pipe columns 2 on the same row of strip bases 1.
In this embodiment, through set up the channel-section steel scissors support on same row on the strip base 1 between two adjacent steel-pipe column 2, further strengthened the holding power of steel-pipe column 2 to whole construction support, further guaranteed the holding strength of this construction support.
Wherein, the top fixedly connected with of full framing scaffold 6 transversely sets up a plurality of second square timber and a plurality of third square timber that vertically set up, the attach fitting between second square timber and the second square timber, the attach fitting between second square timber and the third square timber and the attach fitting between third square timber and the third square timber stagger each other and set up.
In this embodiment, through setting up second square timber and third square timber and staggering the attach fitting between second square timber and the third square timber and setting up, can guarantee the construction template of this construction support top pouring not leak thick liquid, the construction support of later stage of also being convenient for simultaneously demolishs work.
The floor engineering construction support provided by the utility model is described in detail above. The principles and embodiments of the present utility model have been described herein with reference to specific examples, the description of which is intended only to facilitate an understanding of the core concepts of the utility model. It should be noted that it will be apparent to those skilled in the art that various modifications and adaptations of the utility model can be made without departing from the principles of the utility model and these modifications and adaptations are intended to be within the scope of the utility model as defined in the following claims.
Claims (9)
1. The utility model provides a floor engineering construction support, its characterized in that, including setting up at least two rows of strip base (1) subaerial, every row all the interval fixedly on strip base (1) is provided with a plurality of steel-pipe columns (2), all longitudinal fixedly connected with two thoughtlessly pieces together I-steel (3) between steel-pipe columns (2) on two adjacent rows of strip base (1), transversely fixedly provided with on two thoughtlessly pieces together I-steel (3) and be in bailey beam support (4) of same horizontal plane at multirow top terminal surface, longitudinal fixedly connected with a plurality of first square timber (5) on bailey beam support (4), fixedly connected with is a plurality of full-framing scaffold (6) that are used for supporting floor engineering construction template on first square timber (5).
2. The floor engineering construction support according to claim 1, wherein a flange is arranged at the lower end of each steel pipe column (2), and the flange is correspondingly in threaded connection with a bolt embedded in the strip base (1) so as to form an integral structure.
3. The floor engineering construction support according to claim 1, wherein the spacing between two adjacent steel pipe columns (2) on the same row of strip bases (1) is the same.
4. The floor engineering construction support according to claim 1, wherein the full framing scaffold (6) is a bowl-buckle type, and the full framing scaffold (6) is fixedly connected to the corresponding first timber (5) through a bowl-buckle type structure.
5. Floor engineering construction support according to claim 1, characterized in that the four corners of the full framing scaffold (6) are provided with splayed bars.
6. The floor engineering construction support according to claim 1, wherein the full-framing scaffold (6) comprises a plurality of vertical uprights and a plurality of transverse cross bars, the upright uprights are different in length and are arranged in a staggered manner, the cross bars are respectively connected with the upright uprights which are different in length and are arranged in a staggered manner, and an adjustable base fixedly connected with the first upright (5) and used for adjusting the height of the corresponding upright is arranged at the bottom of each upright.
7. The floor engineering construction support according to claim 1, wherein reinforcing chords are arranged at the fulcrum positions of the bailey beam support (4).
8. The floor engineering construction support according to claim 1, wherein channel steel scissor struts are arranged between two adjacent steel pipe columns (2) on the same row of strip bases (1).
9. The floor engineering construction support according to claim 7, wherein a plurality of second square timbers transversely arranged and a plurality of third square timbers longitudinally arranged are fixedly connected above the full framing scaffold (6), and the connection joints between the second square timbers and the second square timbers, the connection joints between the second square timbers and the third square timbers and the connection joints between the third square timbers and the third square timbers are staggered with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322749189.1U CN221031401U (en) | 2023-10-13 | 2023-10-13 | Floor engineering construction support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322749189.1U CN221031401U (en) | 2023-10-13 | 2023-10-13 | Floor engineering construction support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221031401U true CN221031401U (en) | 2024-05-28 |
Family
ID=91172146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322749189.1U Active CN221031401U (en) | 2023-10-13 | 2023-10-13 | Floor engineering construction support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221031401U (en) |
-
2023
- 2023-10-13 CN CN202322749189.1U patent/CN221031401U/en active Active
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