CN209509493U - A kind of civil construction formwork reinforcement structure - Google Patents
A kind of civil construction formwork reinforcement structure Download PDFInfo
- Publication number
- CN209509493U CN209509493U CN201822093565.5U CN201822093565U CN209509493U CN 209509493 U CN209509493 U CN 209509493U CN 201822093565 U CN201822093565 U CN 201822093565U CN 209509493 U CN209509493 U CN 209509493U
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- CN
- China
- Prior art keywords
- slab
- civil construction
- construction formwork
- formwork reinforcement
- reinforcement structure
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 16
- 238000009415 formwork Methods 0.000 title claims abstract description 15
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 238000005452 bending Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a kind of civil construction formwork reinforcement structures, including long slab, the side of the long slab is provided with short slab, two long slabs and two short slabs form a closed frame, more steel pipes are provided on the outside of the long slab, end seat and centre mount are respectively arranged on the steel pipe, the centre mount is connect by support rod between each other with end seat, and the outside of the end seat is provided with bearing bar.The civil construction formwork reinforcement structure, vertical multilayer long slab can be reinforced by steel pipe, then cooperation mutually overlapped centre mount and end seat, so that the also available reinforcing of the lateral position of long slab, short slab part can be reinforced by L shape bar, cooperate the hook-type effect of bending part and being auxiliarily fixed for extension board, so that short slab part can also be reinforced.
Description
Technical field
The utility model relates to formwork reinforcement technical field, specially a kind of civil construction formwork reinforcement structure.
Background technique
Reinforced concrete building, the common cylinder in floor building pours or beam body pours, these casting process
Generally after having tied up reinforcing bar, need to carry out the supporting in four faces all around by template, to guarantee when pouring, cement
Mortar can be shaped into a bar shape.
But existing template seldom will appear the structure that section is square, majority is based on cuboid, so long slab
With short slab according to same mode supporting, stability is poor, if without additional reinforcement, it is easy to when pouring, occur
The case where cracking is broken, greatly reduces the quality of engineering.
Utility model content
The purpose of this utility model is to provide a kind of civil construction formwork reinforcement structures, to solve template overlap joint installation
Unstability.
To achieve the above object, the utility model provides the following technical solutions: a kind of civil construction formwork reinforcement structure, packet
Long slab is included, the side of the long slab is provided with short slab, and two long slabs and two short slabs form a closed frame, the long slab
Outside is provided with more steel pipes, end seat and centre mount is respectively arranged on the steel pipe, the centre mount and end seat are mutually
Between connected by support rod, the outside of end seat is provided with bearing bar.
Preferably, it is provided with L shape bar on the bearing bar, telescopic chute, the inner wall sliding sleeve of telescopic chute are provided on L shape bar
It is connected to expansion plate, expansion plate and telescopic chute to connect by the way that bolt is locked, is welded with crushing block, the other side of crushing block on L shape bar
It is close to short slab.
Preferably, the other end of the expansion plate is welded with connecting block, and connecting block is close to short slab, connecting block by bolt with
Short slab is fixedly connected.
Preferably, the bending end of the L shape bar is welded with extension board, and extension board is close to bearing bar, extension board with hold
Weight bar is fixed by screws.
Preferably, the size of the centre mount is equal with the size of end seat, and adjacent cohesive position is all provided with
It is equipped with rod set, the support rod is inserted into rod set, and passes through screw connection.
Compared with prior art, the utility model has the beneficial effects that the civil construction formwork reinforcement structure: 1, passing through steel
Pipe can be vertical multilayer long slab is reinforced, then cooperation mutually overlapped centre mount and end seat, so that the cross of long slab
To position also available reinforcing；
2, short slab part can be reinforced by L shape bar, cooperate bending part hook-type effect and extension board it is auxiliary
Fixation is helped, so that short slab part can also be reinforced.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the extension board position view of the utility model.
In figure: 1 long slab, 11 short slabs, 2 steel pipes, 21 centre mounts, 22 ends seat, 23 support rods, 24 bearing bars, 3 L shape bars,
31 telescopic chutes, 32 expansion plates, 33 crushing blocks, 4 connecting blocks, 5 extension boards.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Referring to Fig. 1, the utility model provides a kind of technical solution: a kind of civil construction formwork reinforcement structure, including length
Plate 1, the side of long slab 1 are provided with short slab 11, and two long slabs 1 and two short slabs 11 form a closed frame, the outside of long slab 1
It is provided with more steel pipes 2, steel pipe 2 and long slab 1 and connection is embedded in by bolt, end seat 22 and center are respectively arranged on steel pipe 2
Seat 21, more steel pipes 2 are correspondingly connected with by bolt respectively with end seat 22 and centre mount 21, and centre mount 21 and end seat 22 are mutually
Between connected by support rod 23, spacing of the steel pipe 2 on long slab 1 can be carried out by the position of comparison support rod 23 true in advance
Fixed, the size of centre mount 21 is equal with the size of end seat 22, and adjacent cohesive position is provided with rod set, support
Bar 23 is inserted into rod set, and by screw connection, the outside of end seat 22 is provided with bearing bar 24.
Refering to fig. 1, it is provided with L shape bar 3 on bearing bar 24, telescopic chute 31, the inner wall of telescopic chute 31 are provided on L shape bar 3
Sliding sleeve is connected to expansion plate 32, expansion plate 32 and telescopic chute 31 and connects by the way that bolt is locked, is welded with crushing block 33 on L shape bar 3,
Short slab 11 is close in the other side of crushing block 33, and the length for capableing of short slab 11 carries out telescopic adjustment.
Refering to fig. 1, the other end of expansion plate 32 is welded with connecting block 4, and connecting block 4 is close to short slab 11, and connecting block 4 passes through spiral shell
Bolt is fixedly connected with short slab 11, guarantees that the flexible stability of two L shape bars 3, connecting block 4 can correspond in short slab 11 always
Between position.
Referring to Fig.2, the bending end of L shape bar 3 is welded with extension board 5, extension board 5 is close to bearing bar 24, extension board 5 with
Bearing bar 24 is fixed by screws, and can guarantee the stability that L shape bar 3 is installed on bearing bar 24 by extension board 5.
When the utility model is specifically implemented: long slab 1 and short slab 11 are first surrounded one when needing to carry out the reinforcing of template
A closed rectangular frame structure, then installs more steel pipes 2 on long slab 1, and the spacing of steel pipe 2 may be implemented to pass through support
The length of bar 23 compares installation, and what steel pipe 2 can be vertical carries out reinforcing support to long slab 1, then by centre mount 21 and end
Headstock 22 is mutually spliced by support rod 23, corresponding on steel pipe 2, then by bolt respectively by centre mount 21 and end seat 22 with
Steel pipe 2 is fixed, to carry out lateral reinforcing to long slab 1, when needing to carry out the installation of L shape bar 3, first passing through bolt will be connected
Block 4 is fixed on the center of the horizontal position of short slab 11, and this horizontal position is the water level position of two symmetrical bearing bars 24, so
Afterwards by expansion plate 32 in the flexible of telescopic chute 31, so that the L shape bar 3 of two sides extends to two sides simultaneously, then pass through L shape bar 3
Bending position, it is then that extension board 5 is fixed by bolt and bearing bar 24 by its family on bearing bar 24, cooperate crushing block
33 can be to the positioning of short slab 11, to complete whole reinforcing.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of civil construction formwork reinforcement structure, including long slab (1), it is characterised in that: the side of the long slab (1) is provided with
Short slab (11), two long slabs (1) and two short slabs (11) form a closed frame, are provided on the outside of the long slab (1) more
Root steel pipe (2) is respectively arranged with end seat (22) and centre mount (21), the centre mount (21) and end on the steel pipe (2)
Seat (22) is connected by support rod (23) between each other, is provided with bearing bar (24) on the outside of the end seat (22).
2. a kind of civil construction formwork reinforcement structure according to claim 1, it is characterised in that: on the bearing bar (24)
It is provided with L shape bar (3), is provided on L shape bar (3) telescopic chute (31), the inner wall sliding sleeve of telescopic chute (31) is connected to expansion plate
(32), expansion plate (32) and telescopic chute (31) are connected by the way that bolt is locked, are welded with crushing block (33), crushing block on L shape bar (3)
(33) it is close to short slab (11) in the other side.
3. a kind of civil construction formwork reinforcement structure according to claim 2, it is characterised in that: the expansion plate (32)
The other end is welded with connecting block (4), and connecting block (4) is close to short slab (11), and connecting block (4) connects by the way that bolt and short slab (11) are fixed
It connects.
4. a kind of civil construction formwork reinforcement structure according to claim 2, it is characterised in that: the folding of the L shape bar (3)
Bent-up end head is welded with extension board (5), and extension board (5) is close to bearing bar (24), and extension board (5) and bearing bar (24) pass through screw
It is fixedly connected.
5. a kind of civil construction formwork reinforcement structure according to claim 1, it is characterised in that: the centre mount (21)
Size is equal with the end seat size of (22), and adjacent cohesive position is provided with rod set, the support rod (23)
It is inserted into rod set, and passes through screw connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822093565.5U CN209509493U (en) | 2018-12-13 | 2018-12-13 | A kind of civil construction formwork reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822093565.5U CN209509493U (en) | 2018-12-13 | 2018-12-13 | A kind of civil construction formwork reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209509493U true CN209509493U (en) | 2019-10-18 |
Family
ID=68194582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822093565.5U Expired - Fee Related CN209509493U (en) | 2018-12-13 | 2018-12-13 | A kind of civil construction formwork reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209509493U (en) |
-
2018
- 2018-12-13 CN CN201822093565.5U patent/CN209509493U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191018 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |