CN214062325U

CN214062325U - Building template

Info

Publication number: CN214062325U
Application number: CN202022754240.4U
Authority: CN
Inventors: 裴成荣; 金明; 施陶君
Original assignee: Shanghai Jinlu Construction Group Co ltd
Current assignee: Shanghai Jinlu Construction Group Co ltd
Priority date: 2020-11-25
Filing date: 2020-11-25
Publication date: 2021-08-27
Anticipated expiration: 2030-11-25

Abstract

The application relates to a building template, which comprises a template body and a reinforcing frame detachably arranged on the peripheral side of the template body, wherein an assembling part is convexly arranged on the peripheral side of the reinforcing frame; slurry inlet grooves are formed in two sides of the upper end face of the reinforcing frame, a plurality of slurry inlet holes are formed in one side of the reinforcing frame, and the slurry inlet holes are communicated with the slurry inlet grooves; and reinforcing ribs are arranged between the adjacent pulp inlet holes at intervals. The utility model provides a building templates strengthens frame and concrete wall after concrete placement accomplishes and stabilizes and be connected, and strengthens the frame and can bear the weight of concrete wall and apply in this and strengthen the effect load of frame to and the remaining strengthening frame that is located this and strengthens the frame top is to this gravity load that strengthens the frame and apply, can dismantle the template body that will be located each layer this moment conveniently, break away from strengthening the frame, is convenient for retrieve and cyclic utilization the template body.

Description

Building template

Technical Field

The application relates to the technical field of building boards, in particular to a building template.

Background

The building formwork is a temporary supporting structure, which is manufactured according to the specified design requirements, enables a concrete structure and members to be molded according to the specified positions and shapes, and bears the self weight of the building formwork and the load applied to the building formwork. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost.

The related patents at present disclose a building template, which comprises a honeycomb core plate and a reinforcing frame coated on the peripheral side of the honeycomb core plate, wherein a cover plate and a stainless steel bottom plate are respectively arranged on two sides of the honeycomb core plate; the position of one side, far away from the stainless steel bottom plate, of the reinforcing frame is higher than the position of one side, far away from the stainless steel bottom plate, of the cover plate, the assembling position of the adjacent template is formed, and the position, higher than the cover plate, of the reinforcing frame is provided with an assembling hole.

In view of the above-mentioned related art, the inventors consider that the following drawbacks exist:

when the building construction is finished and the building templates need to be disassembled and recovered, the building templates at the bottom layer bear the gravity load of the rest building templates above the building templates, so that the building templates can only be disassembled from top to bottom when being disassembled, and the disassembling process is inconvenient.

SUMMERY OF THE UTILITY MODEL

In order to conveniently dismantle the building templates at each layer, the application provides a building template.

The application provides a building templates adopts following technical scheme:

a building template comprises a template body and a reinforcing frame detachably mounted on the peripheral side of the template body, wherein the peripheral side of the reinforcing frame is convexly provided with an assembling part; the both sides of strengthening the frame up end are equipped with into thick liquid groove, one side of strengthening the frame is equipped with a plurality of thick liquid holes of advancing, advance thick liquid hole all communicate in advancing the thick liquid groove.

By adopting the technical scheme, the building templates are required to be enclosed into a specified shape when concrete is poured and formed, and the adjacent building templates can be locked and matched in the assembling part through the bolts to be tightly connected.

When concrete grout is injected into an area surrounded by the building templates, the grout can enter the grout inlet groove through the grout inlet holes, the concrete wall is stably connected with the reinforcing frame after construction is finished, the reinforcing frame can bear the action load applied to the reinforcing frame by the concrete wall and the gravity load applied to the reinforcing frame by the other reinforcing frames above the reinforcing frame, and the template bodies on all layers can be conveniently detached and separated from the reinforcing frame; the template body after the disassembly can be circularly applied to subsequent concrete pouring engineering, and has the effects of resource saving and environmental protection.

Optionally, the slurry inlet holes are provided with a plurality of holes, and reinforcing ribs are movably arranged in some of the slurry inlet holes.

By adopting the technical scheme, the reinforcing ribs can extend into a pouring area formed by the building templates when the concrete is poured and molded, so that the reinforcing ribs can be coated during the concrete pouring and molding, and the connection strength of the reinforcing frame and the poured concrete wall is improved.

Simultaneously, the reinforcing ribs are only arranged in part of the grout inlet holes, so that concrete grout can enter the grout inlet grooves and be fixedly connected with the reinforcing frame while covering the reinforcing ribs, and the combination of the two modes further improves the connection strength of the reinforcing frame and the poured concrete wall.

Optionally, the slurry inlet holes provided with the reinforcing ribs and the slurry inlet holes not provided with the reinforcing ribs are arranged in a staggered mode along the axial direction of the slurry inlet groove.

By adopting the technical scheme, the reinforcing ribs are regularly arranged in the grout inlet holes, so that the balance of the strength of the whole structure after the reinforcing ribs are coated by concrete can be improved.

Optionally, the reinforcing rib includes first stiffener and second stiffener, the axial length of first stiffener equals with the axial length of second stiffener, second stiffener threaded connection and the inner chamber of first stiffener.

By adopting the technical scheme, the longer the length of the reinforcing rib is, the higher the connecting strength between the reinforcing frame and the concrete wall body after the concrete is poured and molded is; the first reinforcing rod and the second reinforcing rod are in threaded fit, so that the reinforcing rib has a length adjusting function, and the connecting strength of the reinforcing frame and the concrete wall can be greatly improved by adjusting the distance between the first reinforcing rod and the second reinforcing rod to the maximum limit distance; through adjusting the distance with first stiffener and second stiffener to minimum distance, can be convenient for accomodate the strengthening rib in advancing the thick liquid hole and advancing the thick liquid inslot, reduce the strengthening rib and expose in the reinforcing frame and fish tail constructor's the condition, be convenient for the construction installation of building templates before the slip casting.

Optionally, the reinforcing rib is arranged obliquely towards the upper end face of the reinforcing frame.

Through adopting foretell technical scheme, the strengthening rib sets up towards the up end slope of strengthening the frame, and the strengthening rib can be accomodate in advancing the thick liquid hole and advancing the thick liquid inslot automatically under the effect of self gravity when making building templates construction installation, further reduces the strengthening rib and exposes in strengthening the frame and fish tail constructor's the condition.

Optionally, the slurry inlet groove is inserted with an insertion block for pushing the reinforcing rib out of the slurry inlet hole.

Through adopting foretell technical scheme, the setting of inserted block can be assembled at the polylith building and enclose into the slip casting regional back, inserts the inserted block and locates into the dressing trough, makes the inserted block can promote all strengthening ribs and outwards remove and expose in the reinforcing frame, and subsequent concrete placement of being convenient for has improved the simplicity and convenience of the operation of pushing out the strengthening rib reinforcing frame.

Optionally, the template body is rotatably connected with a locking block, and the locking block is fixed on one side of the reinforcing frame departing from the pulp inlet hole through a fastening piece.

Through adopting foretell technical scheme, the template body improves the locking piece and connects in the enhancement frame, when pouring the completion and need dismantle the template body, through demolising the fastener and rotating the locking piece, just can remove the enhancement frame and be connected with the template body to retrieve and recycle the template body.

Optionally, a force application part is arranged on the periphery of the outer side of the template body.

Through adopting foretell technical scheme, the setting of application of force portion is convenient for constructor through manual work or equipment and borrow the template body of installing in the rib frame by virtue of application of force portion extraction, has improved the convenience when template body is dismantled.

In summary, the present application includes at least one of the following beneficial technical effects:

1. after the construction and pouring are finished, the reinforcing frame can be stably connected with the concrete wall and plays a supporting role, and the template bodies positioned on each layer can be conveniently disassembled and recycled, so that the effects of resource saving and environmental protection are achieved;

2. the arrangement of the reinforcing ribs can improve the connection strength between the reinforcing frame and the poured concrete wall;

3. the arrangement of the inserting blocks can push all the reinforcing ribs to move outwards and expose the reinforcing frames, so that subsequent concrete pouring is facilitated, and the simplicity and convenience in operation of pushing the reinforcing ribs out of the reinforcing frames are improved.

Drawings

FIG. 1 is a schematic illustration of a plurality of building templates after assembly in an embodiment of the present application;

FIG. 2 is an enlarged view at A in FIG. 1;

FIG. 3 is a cross-sectional view taken along line B-B of FIG. 2;

FIG. 4 is a rear view of an embodiment of the present application;

fig. 5 is a schematic view of the template body and the reinforcing frame after being separated in the embodiment of the present application.

Description of reference numerals: 1. a template body; 11. a locking block; 12. a force application part; 13. a working surface; 2. a reinforcing frame; 21. a slurry inlet hole; 22. a slurry inlet groove; 23. an assembling portion; 24. a yielding groove; 3. reinforcing ribs; 31. a first reinforcement bar; 311. a thread groove; 32. a second reinforcement bar; 33. a limiting block; 4. inserting a block; 5. a fastener.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses a building template.

Referring to fig. 1 and 2, the building template comprises a template body 1 and a reinforcing frame 2, wherein the side surface of one side of the template body 1 is flush with the reinforcing frame 2 and is provided with a working surface 13 for limiting outward movement of grout during grouting so as to cast and form a specified shape; one side of the reinforcing frame 2 facing the working surface 13 is provided with a plurality of slurry inlet holes 21, one side of the upper end surface of the reinforcing frame 2 close to the working surface 13 is provided with a slurry inlet groove 22, the slurry inlet groove 22 is not communicated with the lower end part of the reinforcing frame 2, and each slurry inlet hole 21 is communicated with the slurry inlet groove 22.

Referring to fig. 3, the grout inlet 21 is inclined towards the upper end face of the reinforcing frame 2, part of the grout inlet 21 is provided with the reinforcing ribs 3 matched with the grout inlet 21, the reinforcing ribs 3 can move along the axial direction of the grout inlet 21, and after the reinforcing ribs 3 extend out of the grout inlet 21 and are integrally formed with concrete grout, the connection strength of the reinforcing frame 2 and a concrete wall after grouting can be improved; the grout inlet holes 21 provided with the reinforcing ribs 3 and the grout inlet holes 21 not provided with the reinforcing ribs 3 are arranged in a staggered mode along the axis direction of the grout inlet groove 22, so that the reinforcing ribs 3 are uniformly distributed in the grout inlet groove 22, and the balance of the overall structural strength of the concrete wall after grouting is improved.

The reinforcing rib 3 penetrates through the pulp inlet hole 21 and is propped against the side wall of the pulp inlet groove 22 on the side departing from the pulp inlet hole 21 under the action of the gravity of the reinforcing rib; the lower extreme of strengthening rib 3 is installed and is used for restricting strengthening rib 3 to break away from into stopper 33 of thick liquid hole 21, strengthening rib 3 and stopper 33 threaded connection.

Referring to fig. 3, in order to facilitate pushing out and exposing all the reinforcing ribs 3 after the building template is installed to the grout inlet 21, the inserting block 4 adapted to the grout inlet 22 is inserted into the grout inlet 22, and the inserting block 4 can drive the limiting block 33 to abut against the side wall of the grout inlet 22, which is provided with the grout inlet 21, and extend the reinforcing ribs 3 out of the grout inlet 21.

Refer to fig. 3, for the convenience of inserting 4 in advancing dressing trough 22, this application embodiment sets up the bottom surface of inserted block 4 into the inclined plane, and stopper 33 deviates from the edge of 3 one sides of strengthening rib and is provided with the fillet, when inserted block 4 pegs graft in advancing dressing trough 22, the inclined plane of inserted block 4 can support the fillet in stopper 33, thereby make inserted block 4 with stopper 33 to the direction extrusion that is close to into dressing hole 21, finally make stopper 33 support and paste in advancing the lateral wall that dressing trough 22 was equipped with into dressing hole 21 one side.

Referring to fig. 3, the length of the reinforcing rib 3 is set to be adjustable, the reinforcing rib 3 in the embodiment of the present application includes a first reinforcing rod 31 and a second reinforcing rod 32, one end of the first reinforcing rod 31 is connected to the limiting block 33 by a thread, and the other end is provided with a thread groove 311 matched with the second reinforcing rod 32; the second reinforcing bar 32 is fitted to the screw groove 311 of the first reinforcing bar 31, and the second reinforcing bar 32 can be moved in a direction away from the first reinforcing bar 31 by rotating the second reinforcing bar 32, so that the length of the reinforcing rib 3 is extended, and the connection strength between the reinforcing frame 2 and the concrete wall is improved.

Referring to fig. 2 and 3, a cross-shaped groove is formed in a side of the second reinforcing rod 32, which is away from the first reinforcing rod 31, so that a constructor can rotate the second reinforcing rod 32 by using a cross screwdriver, thereby conveniently adjusting the length of the reinforcing bar 3.

Referring to fig. 4, the edge of one side of the reinforcing frame 2, which is far away from the working surface 13, is convexly provided with an assembling part 23 in the direction far away from the working surface 13, so as to form an assembling position of the adjacent reinforcing frame 2, and the assembling part 23 and the reinforcing frame 2 are integrally formed; the assembling portions 23 of the adjacent reinforcing frames 2 are fixedly connected by bolts.

Referring to fig. 4, locking blocks 11 are mounted at four corners of one side of the template body 1, which is far away from the working surface 13, and each locking block 11 is rotatably mounted on the template body 1 through a rotating shaft, so that the locking block 11 can rotate around the central axis of the rotating shaft; after the locking block 11 rotates to a position crossing the formwork body 1 and the reinforcing frame 2, the locking block 11 and the reinforcing frame 2 are fixed through the fastening piece 5, so that the reinforcing frame 2 is fixedly connected with the building formwork; the fastener 5 in the embodiment of the present application is a bolt.

Referring to fig. 4 and 5, one side of the reinforcing frame 2, which is away from the working surface 13, is provided with an inward concave abdicating groove 24, and the abdicating groove 24 is located at the edge of the reinforcing frame 2, which is close to the formwork body 1; the periphery side of template body 1 is equipped with application of force portion 12, and application of force portion 12 in this application embodiment is for setting up the recess in the middle part in the template body 1 outside, and after concrete placement accomplished, after dismantling the fastener 5 that is fixed in locking piece 11 and reinforcing frame 2, constructor can stretch into the groove of stepping down 24 and act on application of force portion 12 with the hand to extract template body 1, retrieve and cyclic utilization template body 1.

The implementation principle of the building template in the embodiment of the application is as follows:

when in construction and installation, the building templates at the bottom layer are fixed firstly, and the adjacent building templates are fixedly connected through the assembling part 23; inserting the inserting block 4 into the grout inlet groove 22 of each building template to expose the reinforcing ribs 3 in the grout inlet groove 22 to the grout inlet holes 21, and rotating the second reinforcing rods 32 to adjust the length of the reinforcing ribs 3 to be the longest; after the building templates at the bottom layer are built, building the building templates at the upper layer continuously, and enabling the building templates to be surrounded into a shape required by pouring finally; and injecting concrete grout into the area defined by the building templates, coating the reinforcing ribs 3 on the formed concrete wall, and entering the grout inlet groove 22 to coat the reinforcing frame 2, so that the reinforcing frame 2 is stably connected to the concrete wall.

After pouring is finished, the bolts fixed on the locking blocks 11 are detached, the locking blocks 11 are rotated to enable the locking blocks 11 to push out of the area of the reinforcing frame 2, the force application parts 12 of the formwork body 1 are used as force application points, the formwork body 1 is separated from the reinforcing frame 2, the formwork body 1 is recycled, and the effects of resource saving and environmental protection are achieved.

The above is a preferred embodiment of the present application, and the scope of protection of the present application is not limited by the above, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A building template, characterized in that: the template comprises a template body (1) and a reinforcing frame (2) detachably mounted on the outer peripheral side of the template body (1), wherein an assembling part (23) is convexly arranged on the peripheral side of the reinforcing frame (2); both sides of strengthening frame (2) up end are equipped with into dressing trough (22), one side of strengthening frame (2) is equipped with a plurality of thick liquid holes (21), it all communicates in advancing dressing trough (22) to advance thick liquid hole (21).

2. A building panel as claimed in claim 1, wherein: the slurry inlet holes (21) are provided with a plurality of holes, and reinforcing ribs (3) are movably arranged in part of the slurry inlet holes (21).

3. A building panel as claimed in claim 2, wherein: the pulp inlet holes (21) provided with the reinforcing ribs (3) and the pulp inlet holes (21) not provided with the reinforcing ribs (3) are arranged in a staggered mode along the axial direction of the pulp inlet grooves (22).

4. A building panel as claimed in claim 2, wherein: the reinforcing rib (3) comprises a first reinforcing rod (31) and a second reinforcing rod (32), the first reinforcing rod (31) is provided with a thread groove (311), and the second reinforcing rod (32) is in threaded connection with the thread groove (311) of the first reinforcing rod (31).

5. A building panel as claimed in claim 2, wherein: the reinforcing ribs (3) are obliquely arranged towards the upper end face of the reinforcing frame (2).

6. A building panel as claimed in claim 2, wherein: and the pulp inlet groove (22) is inserted with an insertion block (4) for pushing the reinforcing rib (3) out of the pulp inlet hole (21).

7. A building panel as claimed in claim 1, wherein: the template body (1) is rotationally connected with a locking block (11), and the locking block (11) is fixed on one side, deviating from the pulp inlet hole (21), of the reinforcing frame (2) through a fastening piece (5).

8. A building panel as claimed in claim 1, wherein: the template is characterized in that a force application part (12) is arranged on the periphery of the outer side of the template body (1), and the reinforcing frame (2) is provided with a yielding groove (24) which is right opposite to the force application part (12).