CN207846404U - Breast wall apparatus - Google Patents
Breast wall apparatus Download PDFInfo
- Publication number
- CN207846404U CN207846404U CN201721323167.7U CN201721323167U CN207846404U CN 207846404 U CN207846404 U CN 207846404U CN 201721323167 U CN201721323167 U CN 201721323167U CN 207846404 U CN207846404 U CN 207846404U
- Authority
- CN
- China
- Prior art keywords
- template
- formwork
- screw rod
- retaining wall
- fastening
- Prior art date
- 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.)
- Active
Links
- 210000000481 breast Anatomy 0.000 title abstract 2
- 238000009415 formwork Methods 0.000 claims description 39
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 7
- 239000004567 concrete Substances 0.000 abstract description 6
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- -1 reinforcing bar Substances 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a kind of breast wall apparatus.The device includes：First template, the second template and clamp device；Wherein, the first template is set up in parallel with the second template, also, the first template is connected by clamp device with the second template.In the utility model, first template and the second template are set up in parallel, and, first template is connected by clamp device with the second template, with this instead of traditional reinforced concrete prefabricated board, reduces the consumption of the materials such as reinforcing bar, concrete, it can be operated without more people, manpower and time are saved, the construction for processes such as follow-up waterproofs is provided convenience, and then is improved work efficiency.
Description
Technical Field
The utility model relates to a civil construction technical field particularly, relates to a dado device.
Background
At present, the construction for processing the post-cast strip wall body generally adopts a post-cast strip precast slab mode, the precast slab is made of reinforced concrete materials, the slab is thick, the needed materials are more, more labor and time can be consumed, the working efficiency is lower, and meanwhile, the project cost is also improved.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a dado device aims at solving the problem that the work efficiency that present prefabricated plate formed by reinforced concrete material and leads to is low.
In one aspect, the present invention provides a retaining wall device. The device includes: the device comprises a first template, a second template and a fastening device; the first template and the second template are arranged in parallel to form a pouring space, and the first template is connected with the second template through a fastening device.
Further, in the above wall protection device, the fastening device includes: a screw and a fixing member; the first end of the screw rod is connected with the first template, the screw rod penetrates through the second template, and the second end of the screw rod is arranged outside the second template; the fixing piece is arranged on the outer side of the second template and is connected with the screw rod.
Further, in the wall protection device, the fixing member includes: and the locking nut is arranged on the outer side of the second template and is connected with the screw rod.
Further, in the wall protection device, the fixing member further includes: a pressure plate and two clamping pieces; the clamping plate is clamped between the locking nut and the second template, the clamping pieces are clamped between the clamping plate and the second template, and the clamping pieces are arranged on two sides of the screw respectively.
Further, in the wall protection device, at least one fastening device is provided, each fastening device is sequentially arranged along the length direction of the first template or the second template, and the first template is connected with the second template through each fastening device.
Further, in the wall protection device, the first formwork is a steel plate.
Further, in the wall protection device, the second formwork is a wood formwork.
The utility model discloses in, first template and second template set up side by side to, first template is connected with the second template through fastener to this has replaced traditional reinforced concrete prefabricated plate, has reduced the consumption of materials such as reinforcing bar, concrete, need not many people and can operate, has practiced thrift manpower and time, provides convenience for the construction of processes such as follow-up waterproof, and then has improved work efficiency.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a schematic structural diagram of a retaining wall device according to an embodiment of the present invention;
fig. 2 is a schematic structural view of the retaining wall device according to the embodiment of the present invention installed on a wall body.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1 and 2, a preferred construction of the retaining wall device provided by the present embodiment is shown. As shown, the apparatus comprises: a first formwork 1, a second formwork 2 and fastening means 3.
The first formwork 1 and the second formwork 2 are arranged in parallel to form a pouring space, and the first formwork 1 and the second formwork 2 are respectively arranged on two sides of the wall 4. The first formwork 1 is connected to the second formwork 2 by means of fastening means 3.
When the formwork is used, firstly, the first formwork 1 and the second formwork 2 are respectively arranged on two sides of the wall 4 to form a pouring space, and the first formwork 1 is arranged on one side, close to the foundation pit 5, of the wall 4; secondly, connecting the first template 1 and the second template 2 by using a fastening device 3; thirdly, arranging materials such as the steel bars 6 and the water stop plates 7 in sequence according to the construction process, and backfilling the foundation pit 5; and after the backfilling is finished, pouring concrete, and after the concrete pouring is finished, removing the second template 2.
In the embodiment, the first template 1 and the second template 2 are arranged in parallel, and the first template 1 is connected with the second template 2 through the fastening device 3, so that the traditional reinforced concrete prefabricated slab is replaced, the consumption of materials such as reinforcing steel bars and concrete is reduced, the prefabricated slab can be operated without a plurality of persons, the manpower and the time are saved, convenience is provided for the construction of subsequent waterproof procedures and the like, and the working efficiency is improved.
In the above embodiment, the fastening device 3 may include: a screw 31 and a fixing member 32. Wherein a first end (a lower end as shown in fig. 1) of the screw 31 may be connected with the first template 1, e.g. welded. The screw 31 may be inserted through the second form 2, and a second end (an upper end shown in fig. 1) of the screw 31 may be disposed outside (an upper side shown in fig. 1) the second form 2. The fixing member 32 may be disposed at an outer side of the second mold plate 2, and the fixing member 32 may be connected with the screw 31 to fix a position of the second mold plate 2. It should be noted that, after the second formwork 2 is removed, the portion of the screw 31 extending out of the wall 4 may be cut to make the surface of the wall 4 flat.
In the above embodiment, the fixing member 32 may include: the nut 321 is locked. The locking nut 321 can be disposed on the outer side of the second formwork 2, and the locking nut 321 can be connected with the screw 31, for example, in a threaded connection, which is simple in structure and easy to implement.
In the above embodiment, the fixing member 32 may further include: a pressure plate 322 and two clamping members 323. The pressing plate 322 may be clamped between the locking nut 321 and the second formwork 2, each clamping member 323 may be clamped between the pressing plate 322 and the second formwork 2, and each clamping member 323 may be respectively arranged on both sides of the screw 31, and the pressing plate 322 and the clamping member 323 are additionally arranged between the locking nut 321 and the second formwork 2, so that the position of the second formwork 2 is further fixed, and further the pouring quality is ensured. In particular, each clamping member 323 may be a steel pipe.
In the above embodiment, there may be at least one fastening device 3, each fastening device 3 may be sequentially disposed at intervals along the length direction of the first formwork 1 or the second formwork 2, and the first formwork 1 may be connected to the second formwork 2 through each fastening device 3, so that the position of the second formwork 2 is further fixed.
In the above embodiments, the first formwork 1 may be a steel plate, and the second formwork 2 may be a wood formwork. When the method is specifically implemented, the steel plate can be prefabricated, and the existing wood formwork can be used as the wood formwork.
In summary, in the embodiment, the first formwork and the second formwork are arranged in parallel, and the first formwork is connected with the second formwork through the fastening device, so that the traditional reinforced concrete precast slab is replaced, the consumption of materials such as steel bars and concrete is reduced, the precast slab can be operated without a plurality of persons, the manpower and the time are saved, convenience is provided for the construction of subsequent waterproof procedures and the like, and the working efficiency is further improved. In addition, the first prefabricated template can be quickly installed in the construction process, and the working efficiency is further improved.
It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (6)
1. A dado device is used for basement outer wall post-cast strip, its characterized in that includes: the device comprises a first template (1), a second template (2) and a fastening device (3); wherein,
the first formwork (1) and the second formwork (2) are arranged in parallel to form a pouring space, and the first formwork (1) is connected with the second formwork (2) through a fastening device (3);
the first template (1) and the second template (2) are arranged on two sides of a wall body (4) respectively, a foundation pit (5) is arranged on one side of the wall body (4), the first template (1) is located close to one side of the foundation pit (5), and the first template (1) is a steel plate.
2. Retaining wall device according to claim 1, characterized in that the fastening means (3) comprise: a screw (31) and a fixing member (32); wherein,
the first end of the screw rod (31) is connected with the first template (1), the screw rod (31) is arranged in the second template (2) in a penetrating mode, and the second end of the screw rod (31) is arranged outside the second template (2);
the fixing piece (32) is arranged on the outer side of the second template (2), and the fixing piece (32) is connected with the screw rod (31).
3. Retaining wall device according to claim 2, characterized in that the fixing element (32) comprises:
and the locking nut (321) is arranged on the outer side of the second template (2), and the locking nut (321) is connected with the screw rod (31).
4. A retaining wall device according to claim 3, wherein the securing member (32) further comprises: a pressure plate (322) and two clamping members (323); wherein,
the pressing plate (322) is clamped between the locking nut (321) and the second template (2), each clamping piece (323) is clamped between the pressing plate (322) and the second template (2), and the clamping pieces (323) are respectively arranged on two sides of the screw rod (31).
5. Retaining wall device according to claim 1,
the number of the fastening devices (3) is at least one, the fastening devices (3) are sequentially arranged along the length direction of the first template (1) or the second template (2), and the first template (1) is connected with the second template (2) through the fastening devices (3).
6. Retaining wall device according to any one of the claims 1 to 5,
the second template (2) is a wood template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721323167.7U CN207846404U (en) | 2017-10-13 | 2017-10-13 | Breast wall apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721323167.7U CN207846404U (en) | 2017-10-13 | 2017-10-13 | Breast wall apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207846404U true CN207846404U (en) | 2018-09-11 |
Family
ID=63425642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721323167.7U Active CN207846404U (en) | 2017-10-13 | 2017-10-13 | Breast wall apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207846404U (en) |
-
2017
- 2017-10-13 CN CN201721323167.7U patent/CN207846404U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105569330B (en) | Building outer frame large-section special-shaped column reinforced formwork and construction method thereof | |
| CN104947719A (en) | Basement roof post-cast strip hanging support formwork structure and post-cast strip construction method thereof | |
| CN204098486U (en) | The concrete of building basement roof ater-casting hangs mould | |
| CN208152107U (en) | Steel-edged rubber water stop mounting device | |
| CN110630011A (en) | Template reinforcing system for double shear walls at deformation joint and construction method thereof | |
| DE502005008258D1 (en) | METHOD FOR PRODUCING A WALL-CEILING CONSTRUCTION IN STEEL CONCRETE DESIGN | |
| CN211257811U (en) | Turnover screw rod for laminated slab cast-in-place slab band | |
| CN105756342A (en) | Wall post template is whole reinforced (rfd) device | |
| CN204781948U (en) | A side form board wood clamp for < 600mmm deck -molding | |
| CN207846404U (en) | Breast wall apparatus | |
| CN206784924U (en) | A kind of combined type structure post steel form | |
| CN213330018U (en) | L type constructional column template reinforcing apparatus | |
| CN108756230A (en) | A kind of wood clamp and its application method of reinforcement of rc beam side form | |
| CN204238550U (en) | A kind of device for clamping masonry ring beam template | |
| CN208056127U (en) | A kind of basement shear wall post-cast strip prefabricated board | |
| CN206267425U (en) | A kind of device for being used in turn steel bar horse-shaped bench | |
| CN105019599A (en) | Disassembly-free precast concrete beam insulation template | |
| CN210563380U (en) | Combined template at deformation joint of building construction | |
| CN211973582U (en) | Basement template system | |
| CN204040457U (en) | Wood frame plastic formwork system | |
| CN204139606U (en) | Building form fastener | |
| CN208220203U (en) | A kind of masonry ring beam template bracing means | |
| CN112127392A (en) | Novel assembled post-cast strip template system and construction method | |
| CN110453927A (en) | A kind of fixing means of construction wall diagonal brace and floor | |
| CN207484961U (en) | A kind of novel wall column steel form |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 201900 Fuyuan Road, Baoshan District, Shanghai 2457 Patentee after: Shanghai Baoye Group Corp., Ltd. Address before: 201900 Fujin Industrial Development Zone, Baoshan District, Shanghai, 8 East Road. Patentee before: Shanghai Baoye Group Corp., Ltd. |
|
| CP02 | Change in the address of a patent holder |