CN213979016U - Step type concrete structure pouring template - Google Patents
Step type concrete structure pouring template Download PDFInfo
- Publication number
- CN213979016U CN213979016U CN202022478004.4U CN202022478004U CN213979016U CN 213979016 U CN213979016 U CN 213979016U CN 202022478004 U CN202022478004 U CN 202022478004U CN 213979016 U CN213979016 U CN 213979016U
- Authority
- CN
- China
- Prior art keywords
- template
- main part
- capping
- main body
- formwork
- 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 discloses a step concrete structure pouring template, set up and can connect the template unit that vacuole formation is including two symmetries, the template unit include bottom structure capping template, set up at the upper portion main part template of bottom structure capping template one side and set up the bottom main part template at bottom structure capping template opposite side, upper portion main part template be the cell type structure of length direction perpendicular to bottom structure capping template, bottom main part template is the cell type structure of length direction perpendicular to bottom structure capping template, the opening side of bottom structure capping template, upper portion main part template aligns in coplanar with the opening side of bottom main part template. The utility model has the advantages that: the two template units of this scheme utilization can assemble the model that forms and be used for pouring concrete structure, can effectively reduce the quantity of template and the process of assembling, can play the effect of saving the part, simplifying construction operation, improvement efficiency of construction.
Description
Technical Field
The utility model relates to a construction technical field, specific theory is a template is pour to step concrete structure.
Background
The concrete foundation member is a building member mainly composed of concrete, steel bars and other materials, is an enlarged part of a building under the ground, and has the function of bearing loads transmitted by the superstructure of the building and transmitting the loads to the foundation together with self weight.
One such type of stepped concrete foundation is a stepped concrete foundation. The step type concrete foundation has large structural form change because the steps at the bottom are enlarged compared with the steps at the upper part, and has more similar concrete structure pouring construction procedures. According to the design mode of traditional template, the template has many places piece, and construction operation process is many and complicated, and the efficiency of construction is low, and template structure connects insecurely, leads to construction cycle length, the construction degree of difficulty is high, construction quality is unstable.
SUMMERY OF THE UTILITY MODEL
For overcoming the not enough of prior art, the utility model aims to provide a step concrete structure pouring template has many places to piece according to the design of traditional template, and construction operation is many and complicated, and the efficiency of construction is low, and template structure connects insecurely, leads to construction cycle length, the construction degree of difficulty is high, construction quality is unstable. The utility model discloses a following technical scheme realizes: the utility model provides a step concrete structure pouring template, includes that two symmetries set up and can connect the template unit who forms the cavity, the template unit include bottom structure capping template, set up the upper portion main part template in bottom structure capping template one side and set up the bottom main part template in bottom structure capping template opposite side, upper portion main part template be the cell type structure of length direction perpendicular to bottom structure capping template, bottom main part template is the cell type structure of length direction perpendicular to bottom structure capping template, the opening side of bottom structure capping template, upper portion main part template aligns in same connection plane with the opening side of bottom main part template.
Further, for better realization the utility model discloses, the lateral surface of upper portion main part template be provided with a plurality of deep floor.
Further, for better realization the utility model discloses, bottom construction capping template's lateral surface be provided with a plurality of deep floor.
Further, for better realization the utility model discloses, the template unit on be provided with the connecting plate that flushes with the connection plane.
Further, for better realization the utility model discloses, the connecting plate on be provided with the sealing strip, the sealing strip sets up and is higher than the connection plane along the length direction of connecting plate.
Further, for better realization the utility model discloses, the free end of bottom main part template be provided with the bottom locating plate, the bottom locating plate set up and flush with the terminal surface of bottom main part template along the outside circumference of bottom main part template.
Further, for better realization the utility model discloses, bottom construction capping template be one in C type groove, L type groove, semi-circular groove, U type groove, the V type groove.
Further, for better realization the utility model discloses, upper portion main part template be one of C type groove, L type groove, semi-circular groove, U type groove, V type groove.
The beneficial effect that this scheme obtained is: two template units of this scheme utilization can assemble and form the model that is used for pouring concrete structure, can effectively reduce the quantity of template and the process of assembling, can play the effect of saving the part, simplifying construction operation, improvement efficiency of construction to the quantity of connecting piece reduces, can reduce the artifical error that appears in the equipment process, improves the installation accuracy of mould, also can reduce the production in gap, avoids pouring the phenomenon that the in-process appears the concrete leakage.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
the method comprises the following steps of 1-upper main body formwork, 2-reinforcing rib plates, 3-anchoring bolts, 4-connecting plates, 5-bottom structure capping formwork, 6-bottom positioning plates, 7-bottom main body formwork and 8-steel bar preformed holes.
Detailed Description
The present invention will be described in further detail with reference to examples, but the present invention is not limited thereto.
Example 1:
as shown in fig. 1, in this embodiment, a stepped concrete structure pouring template includes two template units that are symmetrically disposed and can be connected to form a cavity, where the template units include a bottom structure capping template 5, an upper main body template 1 disposed on one side of the bottom structure capping template 5, and a bottom main body template 7 disposed on the other side of the bottom structure capping template 5, where the upper main body template 1 is a groove-shaped structure with a length direction perpendicular to the bottom structure capping template 5, the bottom main body template 7 is a groove-shaped structure with a length direction perpendicular to the bottom structure capping template 5, and the opening sides of the bottom structure capping template 5 and the upper main body template 1 and the opening side of the bottom main body template 7 are aligned to a same connection plane.
During construction, the connecting planes of the two formwork units are aligned and connected, so that a cavity for pouring concrete can be formed by the two formwork units, namely a cavity formed by connecting the upper main body formwork 1 with the upper main body formwork 1 and a cavity formed by connecting the lower main body formwork 7 with the lower main body formwork 7, and in the embodiment, the upper main body formwork 1 is communicated with the lower main body formwork 7.
According to the design requirements, the sizes of the upper main body formwork 1 and the bottom main body formwork 7 are controlled, and a stepped concrete structure meeting the design requirements can be formed after concrete is poured. Two template units of this scheme utilization just can form the die cavity that is used for concreting, can make the installation of mould simplify, are favorable to improving the efficiency of installation mould to reduce artifical error.
Meanwhile, the number of the abutted seams of the mold is reduced, so that the forming precision of the cavity is improved, the mounting difficulty is reduced, the number of connecting pieces is reduced, the construction cost is reduced, the recycling difficulty after construction is reduced, the integral strength and rigidity of the formed mold are improved, the mold is more stable and reliable, and the pouring quality of concrete and the forming precision of a concrete structure are improved.
In this embodiment, the upper main body formwork 1, the bottom structure capping formwork 5 and the bottom main body formwork 7 are prefabricated by steel plates, and the upper main body formwork 1, the bottom structure capping formwork 5 and the bottom main body formwork 7 are welded to form a whole, so that the workload during field construction can be reduced.
Example 2:
on the basis of the above embodiment, in this embodiment, the outer side surface of the upper main body formwork 1 is provided with a plurality of reinforcing rib plates 2.
The outer side surface of the bottom structure capping template 5 is provided with a plurality of reinforcing rib plates 2.
The strength and the rigidity of the upper main body formwork 1 and the bottom structure capping formwork 5 can be increased by utilizing the reinforcing rib plate 2, so that the lateral pressure resistance and the deformation resistance of the upper main body formwork 1 and the bottom structure capping formwork 5 can be improved, when concrete is poured, the bending deformation caused by the impact of the concrete on the upper main body formwork 1 and the bottom structure capping formwork 5 can be avoided, the pouring precision of the concrete is prevented from being influenced, and meanwhile, the concrete leakage caused by the gap formed between the two formwork units due to the bearing pressure can be avoided.
In this embodiment, the reinforcing rib plate 2 can be arranged along the outer side of the upper main body formwork 1 or the bottom structure capping formwork 5 in the circumferential direction, the length direction or the oblique direction. The thickness, width, length and spacing of the reinforcing plate 2 are designed according to specific construction parameters. A plurality of triangular supporting plates can be arranged between the reinforcing rib plate 2 and the upper main body formwork 1 and between the reinforcing rib plate 2 and the bottom structure capping formwork 5 as required, so that the strength and rigidity of the reinforcing rib plate 2 are enhanced, and the strength and rigidity of the upper main body formwork 1 and the bottom structure capping formwork 5 are further enhanced.
Be provided with a plurality of reinforcing bar preformed hole 8 on the upper portion main part template 1, utilize reinforcing bar preformed hole 8 to be convenient for install the reinforcing bar as required.
Example 3:
on the basis of the above embodiments, in the present embodiment, the template unit is provided with a connecting plate 4 flush with the connecting plane.
In this embodiment, the connecting plates 4 are arranged at the connecting plane of the formwork units along the length direction of the formwork units. Through set up connecting plate 4 on template unit, can make two template units connect through connecting plate 4, increased the effective area of contact of two template unit junctions to make two template units more conveniently connect, and be favorable to improving the joint strength of two template units.
In this embodiment, the connecting plate 4 is used as an installation base, and the connecting plates 4 on the two formwork units are connected by using a plurality of anchor bolts 3. The anchor bolt 3 is provided along the length direction of the connecting plate 4.
In this embodiment, the connecting plate 4 is provided with a sealing strip, and the sealing strip is arranged along the length direction of the connecting plate 4 and is higher than the connecting plane. When two template units are connected, connecting plate 4 extrudes the sealing strip to realize sealing connection, avoid water or concrete to leak from the gap between two connecting plates 4, in order to avoid concrete to remain on connecting plate 4 and influence the surface accuracy of connecting plate 4.
By utilizing the elastic deformation of the sealing strip, when the two connecting plates 4 are connected, the gap between the connecting plates 4 can be eliminated by extruding the sealing strip, so that the phenomenon that water or concrete enters due to the gap formed between the connecting plates 4 and the connecting plates 4 is avoided.
In this embodiment, the connecting plate 4 is provided with a groove for installing the sealing strip, the width of the groove is greater than that of the sealing strip, and the depth of the groove is less than the thickness of the sealing strip. Thereby achieving the effect that the sealing strip is higher than the connecting plane. The width through making the recess is greater than the width of sealing strip, when the sealing strip received extrusion deformation, can reserve the space for the elastic deformation of sealing strip, avoids the sealing strip to receive the extrusion and damage, also is favorable to making two connecting plates 4 keep in touch, avoids producing great gap and influences the concrete placement quality.
Example 4:
on the basis of the above embodiment, in this embodiment, the free end of the bottom main body formwork 7 is provided with the bottom positioning plate 6, and the bottom positioning plate 6 is circumferentially arranged along the outer side of the bottom main body formwork 7 and is flush with the end surface of the bottom main body formwork 7.
When the template is installed, the bottom positioning plate 6 is in contact with the lower structure, the supported area of the template unit is increased, the stability of the template unit can be improved, the bottom positioning plate 6 is conveniently used as a connecting structure to be connected with the lower structure of the template unit, and the connecting part is enabled to avoid the cavity.
Bottom locating plate 6 can also play the effect of strengthening to the tip of bottom main part template 7, and the intensity and the rigidity of reinforcing bottom main part template 7 free end can improve bottom main part template 7's bearing capacity, avoids bottom main part template 7's free end to take place to warp when bearing concrete pressure.
Example 5:
on the basis of the above embodiment, in this embodiment, the capping template 5 with a bottom structure is one of a C-shaped groove, an L-shaped groove, a semicircular groove, a U-shaped groove, and a V-shaped groove.
The upper main body template 1 is one of a C-shaped groove, an L-shaped groove, a semicircular groove, a U-shaped groove and a V-shaped groove.
The shape of the bottom structure capping formwork 5 or the upper body formwork 1 is designed according to design requirements so that a cylindrical, elliptic cylindrical or prismatic concrete structure is obtained after the concrete is poured.
In this embodiment, other undescribed contents are the same as those in the above embodiment, and thus are not described again.
The above is only the preferred embodiment of the present invention, not to the limitation of the present invention in any form, all the technical matters of the present invention all fall into the protection scope of the present invention to any simple modification and equivalent change of the above embodiments.
Claims (8)
1. The utility model provides a step concrete structure pouring template which characterized in that: set up and can connect the template unit who forms the cavity including two symmetries, the template unit include bottom structure capping template (5), set up upper portion main part template (1) in bottom structure capping template (5) one side and set up bottom main part template (7) at bottom structure capping template (5) opposite side, upper portion main part template (1) be the cell type structure of length direction perpendicular to bottom structure capping template (5), bottom main part template (7) are the cell type structure of length direction perpendicular to bottom structure capping template (5), the opening side of bottom structure capping template (5), upper portion main part template (1) aligns in same connection plane with the opening side of bottom main part template (7).
2. The stepped concrete structure casting formwork of claim 1, wherein: the outer side surface of the upper main body template (1) is provided with a plurality of reinforcing rib plates (2).
3. The stepped concrete structure casting formwork of claim 1, wherein: the outer side surface of the bottom structure capping template (5) is provided with a plurality of reinforcing rib plates (2).
4. The stepped concrete structure casting formwork according to any one of claims 1, 2 and 3, wherein: and the template unit is provided with a connecting plate (4) which is flush with the connecting plane.
5. The stepped concrete structure casting formwork of claim 4, wherein: the connecting plate (4) on be provided with the sealing strip, the sealing strip sets up and is higher than the connection plane along the length direction of connecting plate (4).
6. The stepped concrete structure casting formwork according to any one of claims 1, 2, 3 and 5, wherein: the bottom main body formwork is characterized in that a bottom positioning plate (6) is arranged at the free end of the bottom main body formwork (7), and the bottom positioning plate (6) is circumferentially arranged along the outer side of the bottom main body formwork (7) and is flush with the end face of the bottom main body formwork (7).
7. The stepped concrete structure casting formwork according to any one of claims 1, 2, 3 and 5, wherein: the bottom structure capping template (5) is one of a C-shaped groove, an L-shaped groove, a semicircular groove, a U-shaped groove and a V-shaped groove.
8. The stepped concrete structure casting formwork according to any one of claims 1, 2, 3 and 5, wherein: the upper main body template (1) is one of a C-shaped groove, an L-shaped groove, a semicircular groove, a U-shaped groove and a V-shaped groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022478004.4U CN213979016U (en) | 2020-10-30 | 2020-10-30 | Step type concrete structure pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022478004.4U CN213979016U (en) | 2020-10-30 | 2020-10-30 | Step type concrete structure pouring template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213979016U true CN213979016U (en) | 2021-08-17 |
Family
ID=77260565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022478004.4U Active CN213979016U (en) | 2020-10-30 | 2020-10-30 | Step type concrete structure pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213979016U (en) |
-
2020
- 2020-10-30 CN CN202022478004.4U patent/CN213979016U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112523347A (en) | Socket joint formula beam column connected node | |
| CN211774542U (en) | Pipe truss and H shaped steel post bracket connection structure | |
| CN213979016U (en) | Step type concrete structure pouring template | |
| CN212129458U (en) | Connecting assembly of precast concrete beam column connecting structure | |
| CN108867885A (en) | The damping energy dissipation assembly node and its construction method of prefabricated post and integral preform beam slab | |
| CN110238963A (en) | Double-tube type steel bar connecting structure and its construction method between precast concrete | |
| CN214833561U (en) | Prefabricated wallboard convenient to installation | |
| CN211815535U (en) | Prefabricated solid cylinder pier of assembled connects | |
| CN212742044U (en) | Prefabricated base in shield tunnel | |
| CN110388116B (en) | Preparation method of prefabricated assembly type shock insulation support | |
| CN115522687A (en) | Novel half grout muffjoint spare | |
| CN216516877U (en) | Circular concrete post-cast strip structure | |
| CN216405501U (en) | Connecting structure of CT type assembled underground structure seam | |
| CN111364504A (en) | Assembled precast concrete retaining wall | |
| CN217518145U (en) | Novel shear force wall lateral formwork structure | |
| CN215406529U (en) | Socket joint formula beam column connected node | |
| CN217500478U (en) | Open ditch cast-in-situ combined die | |
| CN219219501U (en) | Floor structure based on assembled building | |
| CN212582902U (en) | Connecting joint of steel-concrete composite column and concrete beam | |
| CN221120010U (en) | Tunnel upward arch annular buried type water stop belt installation and fixed end head template | |
| CN219710762U (en) | Prefabricated structural column | |
| CN216195401U (en) | Assembly type structure connected by UHPC | |
| CN221052921U (en) | Shear wall interlayer connection node | |
| CN219768596U (en) | Modeling mold and prefabricating mold for prefabricating special-shaped piles | |
| CN217517804U (en) | Assembled floor beam connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |