CN215211128U - Prefabricated cushion cap mould buttress of assembled - Google Patents
Prefabricated cushion cap mould buttress of assembled Download PDFInfo
- Publication number
- CN215211128U CN215211128U CN202121580771.4U CN202121580771U CN215211128U CN 215211128 U CN215211128 U CN 215211128U CN 202121580771 U CN202121580771 U CN 202121580771U CN 215211128 U CN215211128 U CN 215211128U
- Authority
- CN
- China
- Prior art keywords
- buttress
- rib
- cushion cap
- prefabricated
- bearing platform
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a building field especially relates to prefabricated cushion cap mould field of assembled, provides a prefabricated cushion cap mould buttress post of assembled, buttress post body including the T type, the buttress post body includes cushion cap mould panel, side rib and main rib. The buttress is connected with the bearing platform die through an anchor penetrating through the side rib, and after connection, the bearing platform die panel and the bearing platform die are positioned on the same plane; the side rib is a frame protruding along the perimeter of the inner side surface; the buttress aids are used for further providing supporting acting force; the main rib with set up horizontal connection between the side rib and be provided with the back rib, the back rib can improve holistic pressure-bearing capacity. This scheme helps improving holistic bearing capacity, and the prefabricated cushion cap mould of assembled is prefabricated the shaping in the mill, and the quality is reliable, and for traditional brick fetal membrane, the engineering field installation is convenient quick, improves work efficiency greatly to indirect reduction engineering cost.
Description
Technical Field
The utility model relates to a building field, more specifically relates to an assembled prefabricated cushion cap mould buttress.
Background
The concrete foundation cushion cap pouring generally adopts a method of building a brick moulding bed, and the brick moulding bed is generally applied to: in the place where the formwork cannot be dismantled or the structure part with great difficulty is dismantled after the concrete is poured, bricks are adopted to replace the common formwork. The construction of the basic brick moulding bed needs manual construction and painting on site, a large amount of bricks and mortar are transported, a large amount of manpower and material resources are required to be input, the peripheral earthwork backfill leveling can be carried out after the mortar has certain strength after the construction, and then the cushion layer construction is carried out. The prior art provides a prefabricated bearing platform mould on the basis, and the prefabricated bearing platform mould can be directly used when being transported to a construction site.
However, when the thickness of the covering soil is too large, the problem that the prefabricated bearing platform die cannot bear the pressure of the covering soil to cause the bearing platform die to be damaged and collapsed often occurs, and engineering safety accidents are easily caused.
SUMMERY OF THE UTILITY MODEL
Therefore, the prefabricated bearing platform mold counterfort is needed to be provided, and the problems that the existing prefabricated bearing platform mold is weak in earthing pressure-bearing capacity, the bearing platform mold is easy to damage and collapse, and engineering safety accidents are easy to cause are solved.
In order to achieve the purpose, the utility model provides an assembled prefabricated cushion cap mold buttress post, which comprises a cushion cap mold panel, a main rib and a side rib;
the main rib is arranged in the middle of the inner side surface of the bearing platform formwork panel and extends along the length direction of the bearing platform formwork panel, and the section formed by the main rib and the bearing platform formwork panel is of a T-shaped structure;
the side ribs are arranged around the periphery of the inner side face.
Further, the main rib may have a solid, hollow, sandwich or lattice structure.
Furthermore, the buttress body still includes the back rib, the back rib set up in the medial surface, just the back rib sets up along the width direction of prefabricated cushion cap mould buttress, just one end of back rib with the side rib is connected, the other end with the main rib is connected, the back rib is used for providing holding power protection the cushion cap mould panel.
Furthermore, a plurality of back ribs are arranged, the back ribs are arranged along the length direction of the prefabricated bearing platform mold buttress, and the back ribs are arranged at the two ends of the inner side surface.
Furthermore, the section of the bearing platform formwork panel along the length direction of the prefabricated bearing platform formwork buttress column is rectangular.
Furthermore, the prefabricated bearing platform mold buttress column is made of magnesite cement.
Further, the width of the main rib is gradually narrowed along the direction far away from the bearing platform formwork panel.
Furthermore, the buttress body is of an integrally formed structure.
Furthermore, the side ribs are provided with fixing holes, the anchor penetrates through the fixing holes to fixedly connect the assembly type prefabricated bearing platform mold buttress columns with the assembly type prefabricated bearing platform mold, and the bearing platform mold panel and the bearing platform mold are positioned on the same plane after assembly and splicing.
Furthermore, the anchoring part, the connecting position of the side rib and the bearing platform mould, is clamped with a sealing waterproof pad.
Different from the prior art, the technical scheme has the following advantages: the utility model provides a pair of prefabricated cushion cap mould buttress post of assembled, buttress post body including the T type, buttress post body includes cushion cap mould panel, side rib and main rib, and main rib with transversely there is the back of the body rib between the side rib. In the scheme, the main ribs can provide supporting force for the bearing platform die, and the back ribs can transmit supporting acting force between the main ribs and the side ribs, so that the whole bearing capacity is further improved. And the prefabricated cushion cap mould of assembled is prefabricated the shaping in the mill, and the quality is reliable, and for traditional brick fetal membrane, the engineering field installation is convenient quick, improves work efficiency greatly to indirect reduction engineering cost.
Drawings
FIG. 1 is a perspective view of an assembled prefabricated scaffold form buttress according to an embodiment;
FIG. 2 is a top view of an assembled prefabricated cap form buttress according to an embodiment;
fig. 3 is a schematic view of a connection relationship between the prefabricated shoring post of the shoring table mold and the shoring table mold according to the specific embodiment.
Description of reference numerals:
1. a buttress body;
2. a bearing platform formwork panel;
3. a main rib;
4. a side rib;
5. a dorsal rib;
6. and (4) a bearing platform die.
Detailed Description
To explain technical contents, structural features, and objects and effects of the technical solutions in detail, the following detailed description is given with reference to the accompanying drawings in conjunction with the embodiments.
In the description of the present application, it is to be noted that, unless otherwise specified, "a plurality" means two or more; the terms "upper," "lower," "left," "right," "inner," "outer," and the like, indicate an orientation or positional relationship that is merely for convenience in describing the application and to simplify the description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the application. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. "vertical" is not strictly vertical, but is within the tolerance of the error. "parallel" is not strictly parallel but within the tolerance of the error.
In the description of the present application, it is also to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present application can be understood as appropriate by one of ordinary skill in the art.
Referring to fig. 1 to 3, the present invention provides an assembled prefabricated shoring post, which comprises an assembled prefabricated shoring post body 1. Referring specifically to fig. 2, the prefabricated cushion cap mold buttress body 1 is a T-shaped structure. The prefabricated cushion cap mold buttress body 1 specifically comprises a cushion cap mold panel 2, a main rib 3 and a side rib 4.
The main rib 3 is arranged in the middle of the inner side surface of the bearing platform formwork panel 2 and extends along the length direction of the bearing platform formwork panel 2, and the section formed by the main rib 3 and the bearing platform formwork panel 2 is of a T-shaped structure. Specifically, referring to fig. 2, the bearing platform formwork panel 2 is a top portion of the T-shaped structure, the bearing platform formwork panel 2 includes two sides, namely an inner side and an outer side, the prefabricated bearing platform formwork is a formwork used in manufacturing a bearing platform in the building field, so that the outer side of the bearing platform formwork panel 2 points to a bearing platform to be processed and formed, and the outer side of the bearing platform formwork panel 2 is used as a stressed surface of the prefabricated bearing platform formwork buttress column body 1 in direct contact with the bearing platform to be processed, that is, the bearing platform formwork panel 2 is used for contacting with a supporting object to provide a supporting acting force.
The edge rib 4 is disposed around the periphery of the inner side of the platform formwork 2, and referring to fig. 1 in particular, a raised boss with a circumference is provided along the circumference of the inner side of the platform formwork 2, similar to a raised frame.
The prefabricated bearing platform mold buttress column is integrally made of magnesite cement, and the magnesite cement is an air-hardening cementing material and has the advantages of high condensation and hardening speed, high mechanical strength, small volume weight, good elasticity, impact resistance, convenience in molding and the like. In the embodiment, the magnesite cement product does not have steel bars inside under the requirement of strength and rigidity, so that the magnesite cement product can be conveniently installed on site, and the required size can be quickly cut by a cutting machine according to the size requirement of a foundation pit of a bearing platform.
Preferably, the main ribs 3 are perpendicular to the inner side surfaces of the bearing platform formwork panels 2, the main ribs 3 can effectively resist the pressure of accumulated soil behind the back, the strength and the integral stability of the prefabricated bearing platform formwork panels are greatly improved, and the application range of the prefabricated bearing platform formwork engineering is widened.
Preferably, and with particular reference to fig. 1, the width of the main ribs 3 narrows in a direction away from the deck formwork 2.
Preferably, the main rib 3 can be made into various structures such as a solid type, a hollow type, a sandwich type or a lattice type according to actual engineering requirements, for example, for the purpose of being lighter and lighter. The solid type is that magnesite cement products are completely filled in the main ribs 3; the hollow type is that closed holes are arranged in the main rib 3 in the thickness direction (longitudinal direction) according to the design requirement; the sandwich type is that corresponding sandwich materials are filled in the closed hole positions arranged in the main ribs 3 according to design requirements; the lattice type is that through holes are formed in one side of the main rib 3 to form a truss-shaped structure.
Prefabricated cushion cap mould buttress body of assembled 1 still includes back of the body rib 5, and back of the body rib 5 sets up in the medial surface of cushion cap mould panel 2, and back of the body rib 5 follows the width direction setting of prefabricated cushion cap mould buttress body of assembled 1, and the one end and the side rib 4 of back of the body rib 5 are connected, and the other end is connected with main rib 3, and back of the body rib 5 is used for providing holding power protection cushion cap mould panel 2. Specifically, referring to fig. 1, the back rib 5 is disposed on the inner side of the deck mold panel 2, and the back rib 5 is transversely connected between the side rib 4 and the main rib 3 for providing a supporting force to protect the deck mold panel 2 from deformation. Specifically, the lateral surface of the bearing platform formwork panel 2 is used for abutting against the supporting object, so that the supporting object can be pressed by an acting force, when the bearing platform formwork panel 2 is pressed by the acting force, the acting force can be transmitted to the main rib 3 through the bearing platform formwork panel 2, two ends of the bearing platform formwork panel 2 can be bent and deformed towards one side of the lateral surface of the bearing platform formwork panel 2 under the pressing of the acting force, the side rib 4 can press the deformation of the side rib 4, the acting force is transmitted to the main rib 3 through the back rib 5, the supporting force provided by the main rib 3 can be transmitted to the side rib 4 through the back rib 5, the back rib 5 can prevent the bearing platform formwork panel 2 from being deformed under the pressing of the acting force, and the pressure bearing capacity of the prefabricated bearing platform formwork buttress column body 1 is effectively improved.
Preferably, a plurality of back ribs 5 are arranged, the back ribs 5 are arranged along the length direction of the prefabricated cushion cap mold buttress body 1, the back ribs 5 are arranged on both sides (two ends of the inner side surface) of the main rib 3, and the uniformly arranged back ribs 5 help to uniformly disperse the applied force, so that the integral bearing pressure is better realized.
Preferably, the cross section of the deck form panel 2 along the length direction of the prefabricated deck form buttress column can be rectangular, but is not limited to rectangular, and can also be square or trapezoidal and the like.
Preferably, the prefabricated counterfort formwork buttress body 1 is an integrally formed structure, namely an integrally formed structure prefabricated in a factory, such as directly integrally formed by pouring.
And connecting the prefabricated cushion cap mold buttress body 1 with the prefabricated cushion cap mold to complete assembly and splicing. Specifically, the edge rib 4 is provided with a fixing hole for an anchor to pass through, the prefabricated cushion cap mold buttress body 1 and the prefabricated cushion cap mold can be fixedly connected through the anchor, and the cushion cap mold panel 2 and the prefabricated cushion cap mold are positioned on the same plane after assembly and splicing. Meanwhile, the connection mode is not limited to be realized through anchoring, and the edge ribs 4 and other buttress column bodies 1 or the bearing platform die can be connected in various modes such as screws or bolts to realize the assembly and splicing of a plurality of devices.
Preferably, a sealing and waterproof device is clamped at the connecting position of the side rib 4 and the bearing platform die 6, so that the waterproof performance can be improved, and particularly, a waterproof cushion is padded at the connecting position of the anchoring and the side rib 4 and the bearing platform die 6.
It should be noted that, although the above embodiments have been described herein, the scope of the present invention is not limited thereby. Therefore, based on the innovative concept of the present invention, the changes and modifications of the embodiments described herein, or the equivalent structure or equivalent process changes made by the contents of the specification and the drawings of the present invention, directly or indirectly apply the above technical solutions to other related technical fields, all included in the protection scope of the present invention.
Claims (10)
1. The prefabricated assembly type prefabricated abutment form buttress is characterized by comprising an abutment form panel, a main rib and a side rib;
the main rib is arranged in the middle of the inner side surface of the bearing platform formwork panel and extends along the length direction of the bearing platform formwork panel, and the section formed by the main rib and the bearing platform formwork panel is of a T-shaped structure;
the side ribs are arranged around the periphery of the inner side face.
2. The fabricated precast cushion cap mold buttress according to claim 1, wherein the main rib may be of a solid, hollow, sandwich or lattice structure.
3. The prefabricated cushion cap mold buttress column of claim 1, wherein the buttress column body further comprises a back rib, the back rib is arranged on the inner side surface, the back rib is arranged along the width direction of the prefabricated cushion cap mold buttress column, one end of the back rib is connected with the side rib, the other end of the back rib is connected with the main rib, and the back rib is used for providing supporting force to protect the cushion cap mold panel.
4. The prefabricated cushion cap mold buttress according to claim 3, wherein a plurality of back ribs are arranged, the back ribs are arranged along the length direction of the prefabricated cushion cap mold buttress, and the back ribs are arranged at two ends of the inner side surface.
5. The fabricated prefabricated abutment mold buttress post of claim 1, wherein the cross-section of the abutment mold panels along the length direction of the fabricated prefabricated abutment mold buttress post is rectangular.
6. The fabricated prefabricated abutment form buttress according to claim 1, wherein the fabricated prefabricated abutment form buttress is a magnesite cement product.
7. The fabricated precast cushion cap form buttress post of claim 1, wherein the width of the main rib is gradually narrowed in a direction away from the cushion cap form panel.
8. The fabricated prefabricated cushion cap mold buttress of claim 3 or 4, wherein the buttress body is of an integrally formed structure.
9. The prefabricated cushion cap mold buttress column of claim 1, wherein the side rib is provided with a fixing hole, an anchor penetrates through the fixing hole to fixedly connect the prefabricated cushion cap mold buttress column and the prefabricated cushion cap mold, and the cushion cap mold face plate and the cushion cap mold are in the same plane after assembly and splicing.
10. The prefabricated abutment form buttress according to claim 9, wherein a sealing waterproof gasket is clamped at the connecting position of the anchoring and the side rib and the abutment form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121580771.4U CN215211128U (en) | 2021-07-13 | 2021-07-13 | Prefabricated cushion cap mould buttress of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121580771.4U CN215211128U (en) | 2021-07-13 | 2021-07-13 | Prefabricated cushion cap mould buttress of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215211128U true CN215211128U (en) | 2021-12-17 |
Family
ID=79431029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121580771.4U Active CN215211128U (en) | 2021-07-13 | 2021-07-13 | Prefabricated cushion cap mould buttress of assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215211128U (en) |
-
2021
- 2021-07-13 CN CN202121580771.4U patent/CN215211128U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101457077B1 (en) | Reformed concrete filled tube column structure | |
| CN212802532U (en) | A leak protection thick liquid reinforcement instrument for frame post column base template | |
| CN113482007B (en) | Waist beam supporting structure and construction method thereof | |
| CN113338472B (en) | Assembled phosphogypsum composite wallboard and prefabricating method thereof | |
| CN111749364B (en) | Assembled composite wall based on C-shaped steel and construction method thereof | |
| KR101636473B1 (en) | Reformed concrete filled tube column structure | |
| CN215211128U (en) | Prefabricated cushion cap mould buttress of assembled | |
| CN112277153A (en) | Cavity wall and production method thereof | |
| CN216665082U (en) | Leveling device for prefabricated floor slab | |
| CN116411712A (en) | Complete construction method for steel rib prestressed concrete superimposed sheet | |
| KR100860592B1 (en) | Temporary system for vertical structure using precast concreat block | |
| CN212452765U (en) | Two-in-one underground pipe gallery structure | |
| CN211691450U (en) | Slurry leakage prevention device for prefabricated side embedded steel bars of laminated slab beam | |
| CN109057318B (en) | Assembly type building template system and wall body module | |
| JP2014101654A (en) | Reinforcement structure of concrete and reinforcement method | |
| CN113090013A (en) | Construction method for simultaneously constructing deformation joint shear wall without supporting wood formwork | |
| KR101233120B1 (en) | Foundation structure and construction method thereof | |
| CN217557652U (en) | Pouring and slurry leakage prevention system | |
| KR20000066642A (en) | An apparatus and method for anchoring steel column to concrete | |
| CN219528390U (en) | Superimposed sheet clamping device and superimposed sheet braced system | |
| CN209742372U (en) | Template structure of independent column at deformation joint | |
| CN221589287U (en) | Cylindrical pier bottom grout stop template | |
| CN215670176U (en) | Detachable outer wall waterproof deformation joint construction structures | |
| CN219118519U (en) | Superimposed sheet of belted steel connecting piece | |
| CN218061432U (en) | A anchor clamps for reinforcing concrete column template with adjustable |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |