CN214531909U

CN214531909U - Concatenation combination formula template with protection

Info

Publication number: CN214531909U
Application number: CN202120228959.6U
Authority: CN
Inventors: 袁啸天; 岑丽丽; 张顼; 王金行; 张仲林; 罗爽; 王晓航; 李超
Original assignee: Beijing Residential Industrialization Group Co ltd
Current assignee: Beijing Residential Industrialization Group Co ltd
Priority date: 2021-01-27
Filing date: 2021-01-27
Publication date: 2021-10-29
Anticipated expiration: 2031-01-27

Abstract

The utility model discloses a splicing combined template with protection, which comprises a combined template, a workbench and a support rod, wherein the combined template is arranged on the ground, the workbench is arranged at the top of the combined template, and the support rod is arranged at the periphery of the combined template; the combined template is a vertically arranged square column template and comprises a template unit I and a template unit II, wherein the template unit I and the template unit II are arranged oppositely. The utility model adopts the modularized combination structure, compared with the traditional wood formwork assembly operation efficiency, the efficiency of the formwork turnover is improved, the labor is saved, the standardization degree of the formwork is improved, the construction cost is reduced, and the construction progress is accelerated; the template is provided with a protection system, a protection structure is not required to be erected for the second time, the construction safety is guaranteed, meanwhile, the convenience of operation is effectively improved, and the construction efficiency is improved; the steel template is shaped, the structure dead weight is light, the plate width is large, the assembly seams among the templates are reduced, and the deformation resistance is good.

Description

Concatenation combination formula template with protection

Technical Field

The utility model relates to a construction auxiliary assembly technical field, concretely relates to concatenation combination formula template with protection.

Background

Because the development of the building construction technology in China is limited by the industrial development technology, the templates used at the present stage generally fall behind developed countries, and still a great number of wood templates are adopted, and the construction standard gradually draws close to the developed countries along with the technical progress and the gradual improvement of the requirements on the building construction quality. When the traditional wood formwork is applied to a cast-in-place concrete structure, the flatness after pouring is difficult to meet the requirement, and the defects of low turnover rate, high cost, low production efficiency, high labor cost, slow construction progress and the like exist; the generation of the combined steel template overcomes the problems of insufficient rigidity, low flatness and low turnover rate of the wood template to a great extent. Although the combination steel form is more obvious to large-scale wallboard component superiority, nevertheless to the construction of a large amount of small-size single-column, especially independent frame post, the advantage of current combination steel form is still less obvious, needs a novel steel form to realize saving artifical for the time limit for a project, improves construction quality, improves the purpose of standardization level, the utility model provides a concatenation combination formula template with protection solves above-mentioned problem.

SUMMERY OF THE UTILITY MODEL

The utility model provides a concatenation combination formula template with protection improves the standardized degree of template, reduces construction cost, effectively promotes the efficiency of construction.

The utility model provides a technical scheme that above-mentioned technical problem adopted is:

a splicing combined template with protection comprises a combined template, a workbench and supporting rods, wherein the combined template is arranged on the ground, the workbench is arranged at the top of the combined template, and the supporting rods are arranged on the periphery of the combined template;

the combined template is a vertically arranged square column template and comprises a template unit I and a template unit II, the template unit I and the template unit II are oppositely arranged, the template unit I comprises a panel and a stiffening rib, and the stiffening rib is arranged on the outer side surface of the panel and comprises a transverse rib plate and a vertical rib plate; the second template unit comprises a panel, a stiffening rib and a connecting plate, wherein the connecting plate is arranged at the outer end of the panel and connected to the inner side face of the panel of the first template unit.

Further, the workstation comprises the workstation unit, the workstation unit includes rack, operation face and guardrail, the rack can be dismantled the top of connecting at template unit one, is located the outside of panel, operation face and guardrail are established on the rack.

Furthermore, the bracing piece includes base and strut, the base is established subaerial, the inner of strut is connected on the stiffening rib, and the outer end is connected on the base.

Furthermore, the bracing frame comprises an inclined stay bar, a transverse stay bar and a connecting rod, the inner ends of the inclined stay bar and the transverse stay bar are connected to the vertical rib plate, the outer ends of the inclined stay bar and the transverse stay bar are connected to the connecting rod, and the bottom end of the connecting rod is arranged in the base.

And furthermore, the connecting plate is perpendicular to the outer side face of the panel of the template unit II, is attached to the inner side face of the panel of the template unit I, and is vertically arranged at the outer end of the panel.

Furthermore, the connecting plate is fixedly connected to the panel of the first template unit through connecting bolts, and the connecting bolts are arranged at vertical intervals.

Furthermore, the panel and the transverse rib plates are both of L-shaped structures, the transverse rib plates are arranged on the outer side surface of the panel at intervals up and down, and the vertical rib plates are arranged perpendicular to the transverse rib plates; the width of the transverse rib plate is gradually reduced from the middle to the two ends.

Further, the placing frame and the operation surface are both of a trapezoidal structure, reinforcing rods are arranged on the bottom surface of the placing frame, the reinforcing rods are arranged in an inclined mode, and the bottom end of the reinforcing rods is detachably connected to the vertical rib plate.

Furthermore, a climbing port is formed in the workbench, and a movable cover plate and a crawling ladder are arranged on the climbing port.

The utility model discloses beneficial effect as follows:

by adopting the modular combined structure, compared with the traditional wood formwork assembling operation efficiency, the efficiency is improved by 50%, the formwork turnover rate is improved, the labor is saved, the formwork standardization degree is improved, the construction cost is reduced, and the construction progress is accelerated; the template is provided with a protection system, a protection structure is not required to be erected for the second time, the construction safety is guaranteed, meanwhile, the convenience of operation is effectively improved, and the construction efficiency is improved; the steel template has light self weight, 20-25% weight lower than that of combined steel template, great plate width, less assembled seams and excellent deformation resistance.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the lower structure of the present invention;

fig. 3 is a side view of the present invention;

fig. 4 is a top view of the present invention;

FIG. 5 is a schematic diagram of the structure of the assembled die plate of the present invention;

fig. 6 is a top view of the composite shuttering of the present invention;

FIG. 7 is an enlarged view of the part A of FIG. 6;

fig. 8 is a schematic structural view of a template unit of the present invention;

FIG. 9 is a schematic structural view of a second template unit of the present invention;

fig. 10 is a schematic view of the supporting rod structure of the present invention.

Reference numerals: 1-combined template, 11-template unit I, 111-panel, 112-stiffening rib, 12-template unit II, 121-connecting plate, 2-workbench, 21-placing rack, 22-operation surface, 23-guardrail, 3-supporting rod, 31-base and 32-support frame.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.

As shown in fig. 1, 2 and 3, the spliced and combined type formwork with protection comprises a combined formwork 1, a workbench 2 and a support rod 3, wherein the combined formwork 1 is arranged on the ground, the workbench 2 is arranged at the top of the combined formwork 1, and the support rod 3 is arranged at the periphery of the combined formwork 1.

As shown in fig. 4, 5, 8, and 9, the composite shuttering 1 is a vertically-arranged square-column shuttering, and includes a shuttering unit i 11 and a shuttering unit ii 12, the shuttering unit i 11 and the shuttering unit ii 12 are oppositely arranged, the shuttering unit i 11 includes a panel 111 and a stiffening rib 112, the stiffening rib 112 is arranged on the outer side of the panel 111, and includes a horizontal rib plate and a vertical rib plate; the second formwork unit 12 comprises a panel 111, a stiffening rib 112 and a connecting plate 121, wherein the connecting plate 121 is arranged at the outer end of the panel 111 and is connected to the inner side surface of the panel 111 of the first formwork unit 11.

Splice relatively through template unit 11 and template unit two 12 and form the square template that is located the steel joist outside and replace traditional present formwork, not only the efficiency of construction is high, and the roughness of steel form is high moreover, and sealing performance is good, more can used repeatedly, effectively reduces construction cost. Meanwhile, the bolt connection of the connecting plate 121 and the panel 111 has the advantages of convenient connection mode, stable and reliable connection effect and tight abutted seam. Set up vertically and horizontally staggered's stiffening rib additional strengthening structural strength, avoid warping for it is high and the wholeness is good to pour the precision.

The utility model discloses preferred embodiment, built-up plate 1 includes that template unit 11 and two 12 template units are each, all sets up two workstation units and two bracing pieces 3 on template unit 11 and the template unit two 12, when the installation, splices template unit 11 and two 12 template units relatively together to it is fixed to connect through the fastening bolt that the interval set up from top to bottom. When the template is used, the mode of integrally transferring and using the assembled template can be adopted, and the mode of forming a bulk component after disassembly and transferring in place and then assembling can also be adopted.

As shown in fig. 1 and 2, further, the workbench 2 is composed of a workbench unit, the workbench unit includes a placing frame 21, an operation surface 22 and a guardrail 23, the placing frame 21 is detachably connected to the top end of the first template unit 11 and is located outside the panel 111, and the operation surface 22 and the guardrail 23 are arranged on the placing frame 21.

As shown in fig. 1, 2 and 10, further, the support rod 3 includes a base 31 and a bracket 32, the base 31 is disposed on the ground, an inner end of the bracket 32 is detachably connected to the stiffener 112, and an outer end is connected to the base 31.

As shown in fig. 1 and 2, further, the supporting frame 32 includes a diagonal brace and a transverse brace, the inner ends of the diagonal brace and the transverse brace are connected to the vertical rib plate, and the outer ends of the diagonal brace and the transverse brace are connected to the base 31.

As shown in fig. 1 and 2, preferably, the base 31 includes a circular plate, a sleeve and a support rod, the circular plate is placed on the ground, the sleeve is fixed on the circular plate, and the support rod is connected in the sleeve by screw threads; the inclined supporting rod and the transverse supporting rod are fixedly connected to the supporting rod.

As shown in fig. 10, the base 31 is preferably a hinged base, and the diagonal brace and the transverse brace are respectively hinged on the base 31.

As shown in fig. 5, 6 and 7, the connecting plate 121 is disposed perpendicular to the outer side surface of the panel 111 of the second form unit 12, attached to the inner side surface of the panel 111 of the first form unit 11, and vertically disposed at the outer end of the panel 111. The connecting plate 121 is arranged to enhance the sealing effect of concrete plugging when the first template unit 11 and the second template unit 12 are spliced, and slurry leakage when the splicing is not uniform is avoided.

Further, the inner sides of the panel 111 and the connecting plate 121 are provided with corresponding ribs. The splicing is more compact, the slurry leakage is effectively avoided, and the joint is smaller.

As shown in fig. 6 and 7, the connecting plates 121 are further fixedly connected to the panels 111 of the first formwork unit 11 by connecting bolts, which are vertically spaced. Bolted connection has high-efficient stable and convenient characteristics, can effectively promote site operation efficiency.

Further, the length of the panel 111 of the first template unit 11 is greater than the length of the panel 111 of the second template unit 12. The outer end of the second template unit 12 is positioned at the inner side of the outer end of the first template unit 11 after installation, and the outer end of the connecting plate 121 is flush with the outer end of the second template unit 12.

Furthermore, reinforcing plates are arranged on the inner side and the outer side of the panel 111 of the first template unit 11 at intervals, reinforcing plates are arranged on the inner side of the outer side of the panel 111 of the second template unit 12 at intervals, and the reinforcing plates are arranged between the transverse rib plates at intervals.

Further, the connecting plates 121 may be vertically continuous to form a whole, or vertically spaced between the transverse rib plates.

Furthermore, the panel 111 and the transverse rib plates are both of an L-shaped structure, the transverse rib plates are arranged on the outer side surface of the panel 111 at intervals up and down, and the vertical rib plates are arranged perpendicular to the transverse rib plates; the width of the transverse rib plate is gradually reduced from the middle to the two ends. The large width of the inner side of the transverse rib plate is due to the fact that the stress at the butt joint corner of the panel 111 is large, the effect of strengthening the structural strength is mainly achieved by widening the width of the transverse rib plate, and the die expansion caused by overlarge pressure during concrete pouring is avoided.

Preferably, the two vertical rib plates are respectively arranged in the middle of two sides of the L-shaped transverse rib plate.

Further, the placing frame 21 and the operation surface 22 are both of a trapezoidal structure, reinforcing rods are arranged on the bottom surface of the placing frame 21, the reinforcing rods are arranged in an inclined mode, and the bottom ends of the reinforcing rods are detachably connected to the vertical rib plates.

Furthermore, a climbing port is formed in the workbench 2, and a movable cover plate and a crawling ladder are arranged on the climbing port.

Furthermore, lifting rings are arranged at the top ends of the template unit I11 and the template unit II 12. The lifting device is used for mounting and lifting.

Preferably, the first template unit 11 and the second template unit 12 are made of 7705 type aluminum plates; the placing rack 21 and the guardrail 23 are stainless steel pipes, and the operation surface 22 is an aluminum plate. The aluminum plate has the advantages of small density, light dead weight, high strength and corrosion resistance.

A construction method of a splicing combined type template with protection comprises the following steps:

s1, prefabricating: respectively prefabricating components of the combined template 1, the workbench 2 and the support rod 3, and then transferring to a construction site;

s2, assembling accessories: the workbench unit and the support rod 3 are sequentially arranged on the first template unit 11 and the second template unit 12 to complete assembly; firstly, assembling the workbench unit and the support rod 3 to form two semi-finished product structures which can be directly spliced, and then directly butting, so that the operation is more convenient;

s3, construction preparation: binding and dimension marking of a steel bar keel of the concrete column;

s4, template assembly: firstly, placing a template unit II 12 on one side of the steel bar keel, and then butting and fastening a template unit I11 and the template unit II 12 to form a combined template 1;

s5, adjusting and fixing: adjusting the positions of the combined template 1 and the steel bar keel to meet the construction requirements, adjusting the flatness of the combined template 1 by adjusting the support rods 3, and then fixing to finish installation;

s6, pouring construction: pouring, vibrating and solidifying the concrete, dismantling the template after the concrete is solidified to a certain degree, and then cleaning and transferring the template so as to be reused.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.

Claims

1. The spliced combined template with the protection function is characterized by comprising a combined template (1), a workbench (2) and supporting rods (3), wherein the combined template (1) is arranged on the ground, the workbench (2) is arranged at the top of the combined template (1), and the supporting rods (3) are arranged on the periphery of the combined template (1);

the combined template (1) is a vertically-arranged square-column-shaped template and comprises a template unit I (11) and a template unit II (12), the template unit I (11) and the template unit II (12) are oppositely arranged, the template unit I (11) comprises a panel (111) and a stiffening rib (112), and the stiffening rib (112) is arranged on the outer side surface of the panel (111) and comprises a transverse rib plate and a vertical rib plate; the second template unit (12) comprises a panel (111), a stiffening rib (112) and a connecting plate (121), and the connecting plate (121) is arranged at the outer end of the panel (111) and connected to the inner side face of the panel (111) of the first template unit (11);

the workbench (2) is composed of a workbench unit, the workbench unit comprises a placing frame (21), an operating surface (22) and a guardrail (23), the placing frame (21) is detachably connected to the top end of the template unit I (11) and is positioned on the outer side of the panel (111), and the operating surface (22) and the guardrail (23) are arranged on the placing frame (21);

and the connecting plate (121) is perpendicular to the outer side face of the panel (111) of the template unit II (12), is attached to the inner side face of the panel (111) of the template unit I (11), and is vertically arranged at the outer end of the panel (111).

2. The splicing modular formwork with protection as claimed in claim 1, wherein: the supporting rod (3) comprises a base (31) and a supporting frame (32), the base (31) is arranged on the ground, the inner end of the supporting frame (32) is connected to the stiffening rib (112), and the outer end of the supporting frame is connected to the base (31).

3. The splicing modular formwork with protection as claimed in claim 2, wherein: the strut (32) comprises an inclined strut, a transverse strut and a connecting rod, the inner ends of the inclined strut and the transverse strut are connected to the vertical rib plate, the outer ends of the inclined strut and the transverse strut are connected to the connecting rod, and the bottom end of the connecting rod is arranged in the base (31).

4. The splicing modular formwork with protection as claimed in claim 1, wherein: the connecting plates (121) are fixedly connected to the panel (111) of the first template unit (11) through connecting bolts, and the connecting bolts are arranged at intervals in the vertical direction.

5. The splicing modular formwork with protection as claimed in claim 1, wherein: the panel (111) and the transverse rib plates are both L-shaped structures, the transverse rib plates are arranged on the outer side surface of the panel (111) at intervals up and down, and the vertical rib plates are arranged perpendicular to the transverse rib plates; the width of the transverse rib plate is gradually reduced from the middle to the two ends.

6. The splicing modular formwork with protection as claimed in claim 1, wherein: the rack (21) and the operation surface (22) are both of a trapezoidal structure, reinforcing rods are arranged on the bottom surface of the rack (21), the reinforcing rods are arranged in an inclined mode, and the bottom end of the reinforcing rods is detachably connected to the vertical rib plate.

7. The splicing modular formwork with protection as claimed in claim 1, wherein: the working table (2) is provided with a climbing port, and the climbing port is provided with a movable cover plate and a crawling ladder.