CN211775762U - Suspended formwork support for construction of building reversed beam - Google Patents
Suspended formwork support for construction of building reversed beam Download PDFInfo
- Publication number
- CN211775762U CN211775762U CN202020180814.9U CN202020180814U CN211775762U CN 211775762 U CN211775762 U CN 211775762U CN 202020180814 U CN202020180814 U CN 202020180814U CN 211775762 U CN211775762 U CN 211775762U
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- Prior art keywords
- support
- bracket
- section
- construction
- supports
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 title claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 238000005452 bending Methods 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 5
- 238000001746 injection moulding Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 11
- 238000007493 shaping process Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 3
- 241000574149 Podotheca Species 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model provides a hanging mould bracket for construction of a building inverted beam, which comprises a bracket I, wherein the bracket is divided into an upper section, a transverse section and a lower section by bending twice, the upper section is vertical to the transverse section and upwards, the lower section and the transverse section form an obtuse angle and incline downwards, and the end of the lower section of the bracket I is arranged in a water stop foot sleeve; the second bracket is fixed on the upper surface of the transverse section of the first bracket, and the second bracket is parallel to the upper section of the first bracket; the lower surface of the transverse section of the first support is fixedly connected with a plurality of third supports, the connection point of the third supports and the first supports is arranged between the upper section of the first support and the second supports, and the lower end heads of the third supports are arranged in the water stop foot sleeves; a water stop sheet is arranged above the water stop foot sleeve on the third bracket and the lower section of the first bracket; the waterproof foot sleeve is provided with an opening nail hole. Through the utility model discloses, can solve the current construction progress slow, easily leak, the poor problem of concrete shaping quality, have with low costs, the efficiency of construction is high, the reliable advantage of construction quality.
Description
Technical Field
The utility model relates to a construction field especially relates to a construction of building back beam is with hanging mould support.
Background
In the current building construction, in the construction of areas such as a toilet, a kitchen, a balcony or a top building, in order to ensure the waterproof requirement and some structural requirements of a dry-wet separation area, the construction of a reverse beam is often required, and the height of concrete pouring is often controlled by a hoisting die for the reverse beam. The traditional method for hanging the die comprises the following steps: firstly, welding positioning steel bars to position the template, then supporting the template to a required height by using cushion blocks, and then fixing the template by using steel pipes and battens. The construction method has the problems of large workload of fixing the suspended formwork and slow construction progress, and the size of the reversed beam is not easy to control and needs secondary leveling. The existing fixing mode of the hanging die support generally adopts nails to penetrate through the nail holes of the supporting legs of the hanging die support to be fixed on the bottom die, the nail holes generally have no openings, after the hanging die support is fixed, the nails cannot be removed, the secondary cutting is needed, the support lacks a waterproof partition, and the support is easy to leak water.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a construction of building reverse beam is with hanging mould support to the progress is slow, with high costs, the problem of easily leaking when solving the reverse beam construction.
In order to achieve the purpose, the utility model provides a hanging mould bracket for construction of a building inverted beam, which comprises a bracket I, wherein the bracket I is divided into an upper section, a transverse section and a lower section through twice bending, the upper section is vertical to the transverse section and faces upwards, the lower section and the transverse section form an obtuse angle and face downwards, and the end head of the lower section of the bracket I is arranged in a water stop foot sleeve; the second bracket is fixed on the upper surface of the transverse section of the first bracket, and the second bracket is parallel to the upper section of the first bracket; the lower surface of the transverse section of the first support is fixedly connected with a plurality of third supports, the connection point of the third supports and the first supports is arranged between the upper section of the first support and the second supports, and the lower end heads of the third supports are arranged in the water stop foot sleeves; a water stop sheet is arranged above the water stop foot sleeve on the third bracket and the lower section of the first bracket; the waterproof foot sleeve is provided with an opening nail hole.
Preferably, the number of the third support is one, the lower surface of the transverse section of the first support is welded to the middle bending part of the third support, and the third support is divided into two sections which are inclined downwards by the welding point and are respectively located on two sides of the transverse section of the first support.
Preferably, the number of the third support is two, the lower surface of the transverse section of the first support is welded to one end of the third support, and the other ends of the two obliquely downward third supports are respectively located on two sides of the transverse section of the first support.
Preferably, the water stopping foot sleeve arranged on the third bracket and the water stopping foot sleeve arranged on the lower section of the first bracket are on the same horizontal plane.
Preferably, one end of the water stopping foot sleeve is provided with an oblique deep hole, the end heads of the third support and the first support lower section are inserted into the bottom end of the deep hole, the included angle between the third support and the horizontal plane ranges from 30 degrees to 80 degrees, and the included angle between the first support lower section and the horizontal plane ranges from 30 degrees to 80 degrees.
Preferably, the water stop sheet 4 and the water stop foot sleeve 5 are made of the same plastic or rubber material and are formed into an integral part through one-time injection molding.
Therefore, through the utility model discloses a construction of building back beam is with hanging mould support through hanging the setting of mould support and stagnant water board, has solved current construction progress slow, easily leak, the poor problem of concrete shaping quality, is provided with the open-ended nail hole through stagnant water podotheca, has solved and has hung the unable problem that causes the concrete to leak of demolising of nail when mould support is fixed at present, has with low costs, the efficiency of construction is high, the reliable advantage of construction quality.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
FIG. 1 is a schematic structural view of an embodiment of a formwork hanging bracket for construction of a building inverted beam of the present invention;
FIG. 2 is a schematic view of a water stopping foot sleeve of an embodiment of a form hanging bracket for construction of a building inverted beam of the utility model;
fig. 3 is the utility model relates to a construction of building inverted beam is with hanging mould support embodiment construction state sketch map.
Reference numerals
1. A first bracket; 2. a second bracket; 3. a third bracket; 4. a water stop sheet; 5. a water stopping foot sleeve; 6. nailing; 7. bottom die; 8. reinforced concrete; 9. wood block; 10. a template; 11. a wedge is provided.
Detailed Description
Example (b):
the present invention will be further described with reference to the following drawings and examples;
as shown in fig. 1, the utility model relates to a construction of building reversed beam is with hanging mould support, including support 1, support 1 is a round steel through twice bending to the point of bending divide into upper segment, horizontal segment and hypomere, and the upper segment is first bending point with the horizontal segment tie point, and the hypomere is the second bending point with the tie point of horizontal segment, and the horizontal segment is located the horizontality, and the perpendicular horizontal segment of upper segment is upwards, and the hypomere is the obtuse angle with the horizontal segment and is downward to one side. The end of the lower section of the first support 1 is arranged in the water stopping foot sleeve 5, and the water stopping sheet 4 is arranged on the lower section of the first support 1 above the water stopping foot sleeve 5.
The second support 2 is welded and fixed on the upper surface of the transverse section of the first support 1, the second support 2 is parallel to the upper section of the first support 1, the distance between the second support 2 and the upper section of the first support 1 is 50-100 mm, and the transverse section between the second support 2 and the upper section of the first support is used for installing a template 10, a batten 9, a wedge 11 and the like for hanging a mold. The heights of the upper section of the first bracket 1 and the second bracket 2 are based on meeting the actual requirement.
The lower fixed surface of the first transverse section of the support 1 is fixedly connected with a third support 3, the third support 3 is a round steel bent from the middle, the lower surface of the transverse section of the first support 1 is welded to the middle bending part of the third support 3, the third support 3 and the first support 1 are welded between the first support 1 and the second support 2, and the third support 3 is divided into two sections which are inclined downwards by the welding points and are respectively positioned on two sides of the first support 1.
Obviously, the number of the supports three 3 may be two, the upper ends of the two supports three 3 are welded to the lower surface of the transverse section of the support one 1, the welding points of the two supports three 3 on the support one 1 form an acute included angle, and the lower ends of the two supports three 3 are respectively located at two sides of the transverse section of the support one 1.
The lower end of the third support 3 is arranged in the water stopping foot sleeve 5, and the water stopping sheet 4 is arranged above the water stopping foot sleeve 5 on the third support 3.
In order to ensure the stability of the suspended formwork support, the water stopping foot sleeve 5 provided with the support III 3 and the water stopping foot sleeve 5 provided with the lower section of the support I1 are on the same horizontal plane.
As shown in fig. 2, in order to facilitate the installation of the third bracket 3 and the lower section of the first bracket 1 in the water stop foot cover 5, one end of the water stop foot cover 5 is provided with an inclined deep hole, and the end heads of the lower sections of the third bracket 3 and the first bracket 1 are inserted into the bottom end of the deep hole. In order to ensure that the lower sections of the third support 3 and the first support are uniformly stressed, the included angle between the third support 3 and the horizontal plane ranges from 30 degrees to 80 degrees, the included angle between the lower section of the first support 1 and the horizontal plane ranges from 30 degrees to 80 degrees, and the included angle between the deep hole formed in the water stopping foot sleeve 5 and the horizontal plane is set according to the included angles between the lower sections of the third support 3 and the first support 1 and the horizontal plane.
One end of the water-stopping foot sleeve 5 horizontally placed on the bottom die 7 is provided with a nail hole, and a nail 6 penetrates through the nail hole of the water-stopping foot sleeve 5 and is fixed on the bottom die 7, so that the die hanging bracket is fixed. In order to facilitate the removal of the nails 6, the nail holes on the water stopping foot sleeves 5 are open nail holes, and the side surfaces of the water stopping foot sleeves 5 are provided with openings.
The water stop sheet 4 is provided with a through hole which is sleeved on the lower section of the support III 3 and the lower section of the support I1, the water stop sheet 4 and the water stop foot sleeve 5 are made of the same plastic or rubber material, an integral part is formed in a one-time injection molding mode, and the effect of preventing water leakage of the suspended mold support can be improved.
Obviously, the water stop sheet 4 can also be independently arranged on the third bracket 3 and the first bracket 1, and a metal water stop sheet or a rubber water stop sheet is adopted; when the metal water stop sheet is adopted, the water stop sheet 4 is fixedly welded on the lower sections of the third support 3 and the first support 1; when the rubber water stop sheet is adopted, the water stop sheet 4 is fixed on the lower sections of the third support 3 and the first support 1 through the elasticity of rubber.
The first support 1, the second support 2 and the third support 3 are all round steel commonly used in building steel.
As shown in fig. 3, when the formwork hanging bracket is used in the present embodiment, during the construction of the flat floor inverted beam, a plurality of formwork hanging brackets are oppositely placed on the bottom formwork 7, the upper section of the bracket 1 is attached to the reinforced concrete 8 at the designed inverted beam position, the water stopping foot sleeve 5 is flatly placed on the upper surface of the bottom formwork 7, and the formwork hanging bracket is fixed on the bottom formwork 7 by nails 6 penetrating through the nail holes of the water stopping foot sleeve 5. And placing the template 10 nailed with the batten 9 on the transverse section of the first support 1, fixing the batten 9 and the template 10 by using the wedge 11, finishing the installation of the template 10 on the template hanging support, and obtaining a reverse beam area to be poured between the two opposite templates 10. The pouring is integrated, the grid area shown in fig. 3 is a concrete pouring area and height, the concrete pouring height at the bottom die 7 is a dotted line shown in the figure, a part of the formwork hanging bracket is buried in the concrete, the concrete pouring height at the inverted beam area between the formworks 10 is the height of the top surface of the formwork, and the height of the inverted beam is greater than that of the formwork hanging bracket after the pouring is finished. In order to achieve the strength of the counterform, reinforced concrete 8 is provided between the two opposing formworks 10. Typically, two opposing forms 10 are secured together at their tops by a wooden or other wooden member to enhance the stability of the forms 10. And after the concrete is solidified and formed, taking out the template 10, the battens 9 and the wedges 11, wherein the template with the battens 9 can be recycled.
Therefore, through the utility model discloses a construction of building back beam is with hanging mould support through hanging mould support and stagnant water board 4's setting, has solved current construction progress slow, easily leak, the poor problem of concrete shaping quality, is provided with the open-ended nail hole through stagnant water podotheca 5, has solved current fixed time nail 6 of hanging mould support and can't demolish the problem that causes the concrete to leak, has with low costs, the efficiency of construction is high, the reliable advantage of construction quality.
The above are specific embodiments of the present invention, but the scope of protection of the present invention should not be limited thereto. Any changes or substitutions which can be easily conceived by those skilled in the art within the technical scope of the present invention are covered by the protection scope of the present invention, and therefore, the protection scope of the present invention is subject to the protection scope defined by the claims.
Claims (6)
1. The utility model provides a construction is reversed roof beam construction with hanging mould support which characterized in that: the water-stopping foot sleeve comprises a first support (1), wherein the first support (1) is divided into an upper section, a transverse section and a lower section through twice bending, the upper section is vertical to the transverse section and faces upwards, the lower section and the transverse section form an obtuse angle and face downwards, and the end of the lower section of the first support (1) is installed in a water-stopping foot sleeve (5); the second bracket (2) is fixed on the upper surface of the transverse section of the first bracket (1), and the second bracket (2) is parallel to the upper section of the first bracket (1); the lower surface of the transverse section of the first support (1) is fixedly connected with a plurality of third supports (3), the connection points of the third supports (3) and the first supports (1) are arranged between the upper section of the first support (1) and the second support (2), and the lower ends of the third supports (3) are arranged in the water stopping foot sleeves (5); a water stop sheet (4) is arranged above the water stop foot sleeve (5) on the third support (3) and the lower section of the first support (1); the water stopping foot sleeve (5) is provided with an opening nail hole.
2. The formwork lifting bracket for the construction of the inverted beam of the building as claimed in claim 1, wherein: the number of the third support (3) is one, the lower surface of the transverse section of the first support (1) is welded to the middle bending part of the third support (3), and the third support (3) is divided into two sections which are inclined downwards by virtue of welding points and are respectively positioned on two sides of the transverse section of the first support (1).
3. The formwork lifting bracket for the construction of the inverted beam of the building as claimed in claim 1, wherein: the number of the third supports (3) is two, the lower surface of the transverse section of the first support (1) is welded to one end of the third supports (3), and the other ends of the three obliquely downward supports (3) are respectively positioned on two sides of the transverse section of the first support (1).
4. The formwork lifting bracket for the construction of the inverted beam of the building as claimed in claim 1, wherein: the water stopping foot sleeves (5) arranged on the third support (3) and the water stopping foot sleeves (5) arranged on the lower section of the first support (1) are on the same horizontal plane.
5. The formwork lifting bracket for the construction of the inverted beam of the building as claimed in claim 1, wherein: one end of the water stopping foot sleeve (5) is provided with an oblique deep hole, the end heads of the third support (3) and the lower section of the first support (1) are inserted into the bottom end of the deep hole, the included angle between the third support (3) and the horizontal plane ranges from 30 degrees to 80 degrees, and the included angle between the lower section of the first support (1) and the horizontal plane ranges from 30 degrees to 80 degrees.
6. The formwork lifting bracket for the construction of the inverted beam of the building as claimed in claim 1, wherein: the water stop sheet (4) and the water stop foot sleeve (5) are made of the same plastic or rubber material and form an integral part in a one-time injection molding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020180814.9U CN211775762U (en) | 2020-02-18 | 2020-02-18 | Suspended formwork support for construction of building reversed beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020180814.9U CN211775762U (en) | 2020-02-18 | 2020-02-18 | Suspended formwork support for construction of building reversed beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211775762U true CN211775762U (en) | 2020-10-27 |
Family
ID=72907522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020180814.9U Expired - Fee Related CN211775762U (en) | 2020-02-18 | 2020-02-18 | Suspended formwork support for construction of building reversed beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211775762U (en) |
-
2020
- 2020-02-18 CN CN202020180814.9U patent/CN211775762U/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: 20201027 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |