CN218090937U - Assembled slope concrete independent foundation shaping template - Google Patents

Assembled slope concrete independent foundation shaping template Download PDF

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Publication number
CN218090937U
CN218090937U CN202221877798.4U CN202221877798U CN218090937U CN 218090937 U CN218090937 U CN 218090937U CN 202221877798 U CN202221877798 U CN 202221877798U CN 218090937 U CN218090937 U CN 218090937U
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wall
fixedly connected
plate
bottom plate
template
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CN202221877798.4U
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Inventor
张丹
郭清伟
刘仲阳
霍恩华
王振华
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Shanxi Installation Group Co Ltd
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Shanxi Installation Group Co Ltd
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Abstract

The application discloses independent basic typical forms of assembled slope concrete relates to independent basic typical forms technical field, comprising a base plate, one side fixed mounting of bottom plate has the curb plate, the top fixedly connected with brace rod of bottom plate, the top fixedly connected with support frame of brace rod, the top fixed mounting of bottom plate has the reinforcing bar post, the inner wall fixedly connected with inner circle of reinforcing bar post, the inner wall fixedly connected with anchor ring of reinforcing bar post, the top fixedly connected with of bottom plate erects the muscle, the fixed slot has been seted up at the top of support frame, the inner wall activity joint that the support frame is located the fixed slot has the bracing piece, one side fixedly connected with anchor strut of bracing piece, the inner wall activity joint of curb plate has domatic template, domatic template includes the backup pad. This application is convenient for dismantle fast and the installation, is convenient for carry out the monolithic pouring, reduces and does benefit to fixed foundation cross-sectional dimension owing to pour the interval overlength and produce the cold joint, is convenient for form complete domatic independent basis, improves basis pouring quality and efficiency.

Description

Assembled slope concrete independent foundation shaping template
Technical Field
The application relates to the technical field of independent foundation shaping templates, in particular to an assembled slope concrete independent foundation shaping template.
Background
The reinforced concrete independent foundation is also called as an independent block-shaped foundation, and is usually used under the reinforced concrete upper structure columns with large column spacing, balanced load, stable geological conditions and certain adaptability to differential settlement.
At present, in areas with good geological conditions, foundation bearing capacity meeting requirements and deep underground water level, more building foundations adopt independent foundations, and the method has the advantages of cost saving and short construction period of the foundations and the foundation parts. The common independent foundation is divided into a step type and a slope type according to the cross section shape, only the lower rectangular foundation part is generally installed and reinforced in the process of erecting the slope type independent foundation template, the upper slope type part is poured by adopting a manual finishing mode, and the upper slope type part is poured after the bottom rectangular part foundation is poured and is stopped for a period of time.
In the process of realizing the application, the inventor finds that at least the following problems exist in the technology, the pouring speed is influenced by the fractional pouring and shaping of the existing independent foundation shaping template, the integrity of the foundation is influenced by the cold joint possibly generated at the joint part due to overlong pouring intervals, and meanwhile, the foundation section size cannot be ensured because the peripheral template is not installed at the slope type part at the upper part, and the pouring quality of the foundation is influenced because the slope cannot be sufficiently vibrated in the pouring process.
SUMMERY OF THE UTILITY MODEL
In order to improve the above-mentioned problem that is unfavorable for improving and pours efficiency, the application provides an independent basis typical forms of assembled slope concrete.
The application provides an assembled slope concrete isolated footing typical forms adopts following technical scheme:
an assembled slope concrete independent foundation shaping template comprises a bottom plate, wherein a side plate is fixedly mounted on one side of the bottom plate, supporting ribs are fixedly connected to the top of the bottom plate, supporting frames are fixedly connected to the top ends of the supporting ribs, steel bar columns are fixedly mounted on the top of the bottom plate, inner rings are fixedly connected to the inner walls of the steel bar columns, reinforcing rings are fixedly connected to the inner walls of the steel bar columns, vertical ribs are fixedly connected to the top of the bottom plate, fixing grooves are formed in the tops of the supporting frames, supporting rods are movably clamped on the inner walls of the supporting frames located in the fixing grooves, and reinforcing rods are fixedly connected to one side of each supporting rod;
the inner wall activity joint of curb plate has domatic template, domatic template includes the backup pad, the spacing groove has been seted up to one side of backup pad, the backup pad is located the inner wall activity joint of spacing groove has the stopper, the outer wall fixedly connected with splice plate of stopper, one side activity joint of splice plate has the roof, the outer wall fixedly connected with second engaging lug of domatic template, the top fixedly connected with splint of curb plate, the second engaging lug has the spigot joint with the contact position activity joint of splint.
Based on above-mentioned technical scheme, it is fixed with curb plate and steel column joint through the bracing piece, be convenient for support domatic template, the second engaging lug at four domatic template tops passes through the connecting bolt with the splint at curb plate top and is connected fixedly, domatic template is by the backup pad simultaneously, roof and multiunit splice plate constitute, and through second engaging lug and bolt reciprocal anchorage, accomplish by precast yard processing, be convenient for dismantle fast and install, be convenient for carry out the monolithic placement, reduce because pouring interval overlength produces the cold joint, do benefit to fixed basis cross sectional dimension, be convenient for form complete domatic independent foundation, improve foundation and pour quality and efficiency.
Optionally, the inner wall of the support frame is fixedly connected with a reinforcing rod, the outer wall of the support frame is tightly attached to the inner wall of the side plate, and one end of the reinforcing rod is arranged in a downward inclined mode.
Based on above-mentioned technical scheme, be convenient for strengthen the support effect of curb plate through support frame and stiffener, reduce the condition of pouring the in-process because pressure leads to warping, do benefit to the support nature that improves independent basis simultaneously.
Optionally, the bottom of the inner ring is fixedly connected with a connecting rod, and the top of the bottom plate is provided with a positioning groove matched with the connecting rod.
Based on above-mentioned technical scheme, be connected through the block of connecting rod with the constant head tank, the support nature of the reinforcing inner circle of being convenient for plays reinforced (rfd) effect to the steel column simultaneously.
Optionally, the outer wall of the steel bar column is fixedly connected with an outer ring at equal intervals, the horizontal center line of the outer ring is respectively located at the same position as the horizontal center line of the inner ring and the horizontal center line of the reinforcing ring, the outer wall of the steel bar column is fixedly connected with an inclined strut, and one end of the inclined strut is arranged in a downward inclined mode.
Based on above-mentioned technical scheme, through the fixed of reinforcing ring and outer lane, be convenient for play reinforced effect to the steel column, through the support nature of bracing reinforcing steel column bottom portion simultaneously.
Optionally, one end of the reinforcing rod is fixedly connected with a clamping block, and the top of the bottom plate is provided with a clamping groove matched with the clamping block.
Based on above-mentioned technical scheme, be convenient for strengthen the support nature to the bracing piece through the anchor strut, be connected through the block of fixture block and draw-in groove, be convenient for be connected fixedly with bracing piece and bottom plate.
Optionally, the slope surface formwork is of a trapezoid structure, four groups of slope surface formworks are symmetrically arranged on the inner wall of the side plate, and the bottom of the slope surface formwork is tightly attached to the outer wall of the supporting rod.
Based on above-mentioned technical scheme, through the installation of four group domatic templates, be convenient for form domaticly, convenient whole pouring reduces the domatic step of later stage manual work finishing, does benefit to the efficiency of pouring.
Optionally, the outer wall of the supporting plate, the outer wall of the splice plate and the outer wall of the top plate are fixedly connected with first connecting lugs, and the outer wall of the supporting plate, the outer wall of the splice plate and the outer wall of the top plate are provided with injection ports.
Based on above-mentioned technical scheme, assemble in proper order when pouring through backup pad, splice plate and roof, do benefit to the reduction and pour the in-process and produce the uneven condition of space filling, be convenient for carry out the multiple spot through the filling opening simultaneously and pour, do benefit to and fill through the filling opening and be convenient for evenly pour, improve the quality that the basis was pour.
In summary, the present application includes at least one of the following benefits:
1. this application is fixed through bracing piece and curb plate and steel column joint, be convenient for support domatic template, the second engaging lug at four group domatic template tops passes through the connecting bolt with the splint at curb plate top and is connected fixedly, domatic template is by the backup pad simultaneously, roof and multiunit splice plate constitute, and through second engaging lug and bolt reciprocal anchorage, by prefabricated field processing completion, be convenient for dismantle fast and install, be convenient for carry out the monolithic placement, reduce and produce the cold joint owing to pour interval overlength, do benefit to fixed basis cross sectional dimension, be convenient for form complete domatic independent foundation, improve pouring quality of foundation and efficiency.
2. This application uses through mutually supporting of bracing piece, anchor strut, fixture block, draw-in groove and the domatic template that sets up, and the reinforcing of being convenient for conveniently dismantles and installs the support nature of slope template, is convenient for install backup pad, fishplate bar and roof in proper order, supports and is spacing through the bracing piece, and the anchor strut is convenient for strengthen the support nature of bracing piece simultaneously to be convenient for form domatic structure, strengthened domatic template's stability.
3. This application is used through mutually supporting of backup pad, spacing groove, stopper, splice plate, roof, first engaging lug and the filling opening that sets up, is convenient for carry out the composite erection and uses, fixes being convenient for through first engaging lug and bolt and fixes the seam crossing of backup pad, splice plate and roof, does benefit to the assurance and connects the position not to leak thick liquid, carries out the multiple spot through the filling opening simultaneously and pours, is convenient for evenly pour the packing, improves the quality that the basis was pour.
Drawings
FIG. 1 is a schematic front cross-sectional view of the present application as a whole;
FIG. 2 is a schematic top view of the present application as a whole;
fig. 3 is a schematic top view of the present application as a whole.
Description of reference numerals:
1. a base plate; 2. a side plate; 3. supporting ribs; 4. a support frame; 5. a reinforcing bar; 6. a steel bar column; 7. An inner ring; 8. a connecting rod; 9. positioning a groove; 10. reinforcing rings; 11. an outer ring; 12. erecting ribs; 13. fixing grooves; 14. a support bar; 15. a reinforcing rod; 16. a clamping block; 17. a card slot; 18. slope surface formwork; 1801, preparing a lubricant; a support plate; 1802. a limiting groove; 1803. a limiting block; 1804. splicing plates; 1805. a top plate; 1806. a first connecting lug; 1807. an injection port; 19. a second engaging lug; 20. a splint; 21. a connecting bolt; 22. and (4) bracing.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Please refer to description attached drawing figure 1, the application provides an independent basis typical forms of assembled slope concrete, including bottom plate 1, one side fixed mounting of bottom plate 1 has curb plate 2, the top fixedly connected with brace rod 3 of bottom plate 1, the top fixedly connected with support frame 4 of brace rod 3, the inner wall fixedly connected with stiffener 5 of support frame 4, the outer wall of support frame 4 is hugged closely with the inner wall of curb plate 2, the one end of stiffener 5 is the downward sloping setting, be convenient for strengthen the supporting effect of curb plate 2 through support frame 4 and stiffener 5, reduce the circumstances of pouring the in-process because pressure leads to warping, do benefit to the support nature that improves independent basis simultaneously.
Referring to the attached drawings of the specification, fig. 1 and 2 show that a steel bar column 6 is fixedly mounted at the top of a bottom plate 1, an inner ring 7 is fixedly connected to the inner wall of the steel bar column 6, a connecting rod 8 is fixedly connected to the bottom of the inner ring 7, a positioning groove 9 matched with the connecting rod 8 is formed in the top of the bottom plate 1, and the connecting rod 8 is connected with the positioning groove 9 in a clamping manner, so that the supporting performance of the inner ring 7 is enhanced, and the steel bar column 6 is reinforced.
Referring to the attached drawings of the specification, fig. 1 and 2 show that a reinforcing ring 10 is fixedly connected to the inner wall of a steel bar column 6, an outer ring 11 is fixedly connected to the outer wall of the steel bar column 6 at equal intervals, the horizontal center line of the outer ring 11 is respectively located at the same position as the horizontal center line of an inner ring 7 and the horizontal center line of the reinforcing ring 10, an inclined strut 22 is fixedly connected to the outer wall of the steel bar column 6, one end of the inclined strut 22 is arranged in a downward inclined mode, the reinforcing ring 10 and the outer ring 11 are fixed, the reinforcing effect on the steel bar column 6 is facilitated, and meanwhile the support performance of the bottom of the steel bar column 6 is enhanced through the inclined strut 22.
Referring to the attached drawings of the specification, as shown in fig. 1 and 2, a vertical rib 12 is fixedly connected to the top of a bottom plate 1, a fixing groove 13 is formed in the top of a support frame 4, a support rod 14 is movably clamped on the inner wall of the support frame 4, which is located on the fixing groove 13, a reinforcing rod 15 is fixedly connected to one side of the support rod 14, a clamping block 16 is fixedly connected to one end of the reinforcing rod 15, a clamping groove 17 matched with the clamping block 16 is formed in the top of the bottom plate 1, the support performance of the support rod 14 is enhanced through the reinforcing rod 15, and the support rod 14 and the bottom plate 1 are conveniently connected and fixed through the clamping connection of the clamping block 16 and the clamping groove 17.
Referring to the attached drawings of the specification, fig. 1 and 3 show that the inner wall of the side plate 2 is movably clamped with a slope formwork 18, the slope formwork 18 is of a trapezoidal structure, four groups of slope formworks 18 are symmetrically arranged on the inner wall of the side plate 2, the bottom of each slope formwork 18 is tightly attached to the outer wall of each supporting rod 14, and the four groups of slope formworks 18 are installed to facilitate slope forming, facilitate integral pouring, reduce steps of later-stage manual slope trimming and improve pouring efficiency.
Please refer to fig. 1 and 3 of the attached drawings of the specification, the slope formwork 18 includes a supporting plate 1801, a limiting groove 1802 is provided on one side of the supporting plate 1801, a limiting block 1803 is provided on an inner wall of the supporting plate 1801 in movable clamping connection with the limiting groove 1802, a splicing plate 1804 is fixedly connected with an outer wall of the limiting block 1803, a top plate 1805 is provided on one side of the splicing plate 1804 in movable clamping connection, an outer wall of the supporting plate 1801, an outer wall of the splicing plate 1804 and an outer wall of the top plate 1805 are fixedly connected with a first connecting ear 1806, an outer wall of the supporting plate 1801, an outer wall of the splicing plate 1804 and an outer wall of the top plate 1805 are provided with an injection hole 1807, through the supporting plate 1801, the splicing plate 1804 and the top plate 1805 are sequentially assembled when pouring, the condition of filling gaps in the pouring process is favorably reduced, meanwhile, multi-point pouring is facilitated through the injection hole 1807, the filling through the injection hole 1807 is facilitated, the uniform pouring is facilitated, and the quality of the basic pouring is improved.
Referring to the attached drawings of the specification and fig. 1 and 3, the outer wall of the slope formwork 18 is fixedly connected with a second connecting lug 19, the top of the side plate 2 is fixedly connected with a clamping plate 20, and a connecting bolt 21 is movably clamped at the contact position of the second connecting lug 19 and the clamping plate 20.
Fixed through bracing piece 14 and curb plate 2 and 6 joints of reinforcing bar post, be convenient for support domatic template 18, the second engaging lug 19 at four group's domatic template 18 tops is connected fixedly through connecting bolt 21 with the splint 20 at 2 tops of curb plate, domatic template 18 is by backup pad 1801 simultaneously, roof 1805 and multiunit splice plate 1804 constitute, and through second engaging lug 19 and bolt reciprocal anchorage, by prefabricated field processing completion, be convenient for quick detach and installation, be convenient for carry out the monolithic pouring, reduce because pouring interval overlength produces the cold joint, do benefit to fixed foundation cross sectional dimension, be convenient for form complete domatic independent foundation, improve foundation pouring quality and efficiency.
The working principle is as follows:
when the reinforcing steel bar column fixing device is used, firstly, the reinforcing steel bar column 6 is fixed at the central position of the bottom plate 1, the reinforcing steel bar column 6 is connected with the positioning groove 9 through the connecting rod 8 in a clamping mode, the supporting performance of the inner ring 7 is enhanced, the supporting performance of the reinforcing steel bar column 6 is convenient to enhance through the inner ring 7, the reinforcing ring 10, the outer ring 11 and the inclined strut 22, then, the side plate 2 is fixed around the bottom plate 1 and the support frame 4 through nails and the like, the support rod 14 is fixed between the side plate 2 and the reinforcing steel bar column 6 through the clamping connection with the fixing groove 13, meanwhile, one side of the reinforcing steel bar column 6 is connected with the support rod 14 in a clamping mode, the support rod 14 plays a role in reinforcing support through the reinforcing rod 15, the reinforcing rod 15 is connected with the clamping groove 17 through the clamping connection of the clamping block 16, the support rod 14 is convenient to be connected and fixed with the bottom plate 1, and then four groups of slope templates 18 are fixed with the side plate 2.
Four groups of slope templates 18 are put on the supporting rod 14, the slope templates 18 are clamped between the side plate 2 and the steel bar column 6, meanwhile, the second connecting lugs 19 are connected with the clamping plates 20 in a clamping mode, the second connecting lugs 19 and the clamping plates 20 are fixed through the connecting bolts 21, the slope templates 18 are convenient to fix the supporting plates 1801, pouring can be conducted inside the steel bar column 6 at the moment, the splicing plates 1804 are sequentially installed according to the height of poured concrete, finally, the top plate 1805 is installed between the splicing plates 1804 and the steel bar column 6, the multiple groups of supporting plates 1801 are arranged between the splicing plates 1804, the splicing plates are fixed through the first connecting lugs 1806 and the bolts respectively, the connecting positions are convenient to be guaranteed not prone to slurry leakage, meanwhile, sequential assembling is conducted, the condition that gaps are not uniformly filled in the pouring process is reduced, meanwhile, multi-point pouring is convenient to conduct multi-point pouring through 1807, the filling through the filling ports 1807 is beneficial to conduct uniform pouring, the quality of foundation pouring is improved, and after concrete is filled and solidified, the four groups of slope templates 18 can be disassembled for reutilization.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, 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 (7)

1. The utility model provides an independent basis typical forms of assembled slope concrete, includes bottom plate (1), its characterized in that: a side plate (2) is fixedly mounted on one side of the bottom plate (1), a supporting rib (3) is fixedly connected to the top of the bottom plate (1), a supporting frame (4) is fixedly connected to the top end of the supporting rib (3), a steel bar column (6) is fixedly mounted on the top of the bottom plate (1), an inner ring (7) is fixedly connected to the inner wall of the steel bar column (6), a reinforcing ring (10) is fixedly connected to the inner wall of the steel bar column (6), a vertical rib (12) is fixedly connected to the top of the bottom plate (1), a fixing groove (13) is formed in the top of the supporting frame (4), a supporting rod (14) is movably clamped on the inner wall of the supporting frame (4) located in the fixing groove (13), and a reinforcing rod (15) is fixedly connected to one side of the supporting rod (14);
the inner wall activity joint of curb plate (2) has domatic template (18), domatic template (18) are including backup pad (1801), spacing groove (1802) have been seted up to one side of backup pad (1801), backup pad (1801) are located the inner wall activity joint of spacing groove (1802) has stopper (1803), the outer wall fixedly connected with splice plate (1804) of stopper (1803), one side activity joint of splice plate (1804) has roof (1805), the outer wall fixedly connected with second engaging lug (19) of domatic template (18), the top fixedly connected with splint (20) of curb plate (2), second engaging lug (19) have connecting bolt (21) with the contact position activity joint of splint (20).
2. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: the inner wall fixedly connected with stiffener (5) of support frame (4), the outer wall of support frame (4) is hugged closely with the inner wall of curb plate (2), the one end of stiffener (5) is the downward sloping setting.
3. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: the bottom of the inner ring (7) is fixedly connected with a connecting rod (8), and the top of the bottom plate (1) is provided with a positioning groove (9) matched with the connecting rod (8).
4. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: the outer wall equidistant fixedly connected with outer lane (11) of steel column (6), the horizontal center line of outer lane (11) is in same position with the horizontal center line of inner circle (7) and the horizontal center line of reinforcing ring (10) respectively, the outer wall fixedly connected with bracing (22) of steel column (6), the one end of bracing (22) is the downward sloping setting.
5. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: one end of the reinforcing rod (15) is fixedly connected with a clamping block (16), and the top of the bottom plate (1) is provided with a clamping groove (17) matched with the clamping block (16).
6. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: the slope surface templates (18) are of a trapezoid structure, four groups of slope surface templates (18) are symmetrically arranged on the inner wall of the side plate (2), and the bottom of each slope surface template (18) is tightly attached to the outer wall of the corresponding support rod (14).
7. The assembled slope concrete independent foundation shaping template as claimed in claim 1, wherein: the outer wall of backup pad (1801), the outer wall of splice plate (1804) and the equal fixedly connected with first connecting ear (1806) of outer wall of roof (1805), the filling opening (1807) have all been seted up to the outer wall of backup pad (1801), the outer wall of splice plate (1804) and the outer wall of roof (1805).
CN202221877798.4U 2022-07-19 2022-07-19 Assembled slope concrete independent foundation shaping template Active CN218090937U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221877798.4U CN218090937U (en) 2022-07-19 2022-07-19 Assembled slope concrete independent foundation shaping template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221877798.4U CN218090937U (en) 2022-07-19 2022-07-19 Assembled slope concrete independent foundation shaping template

Publications (1)

Publication Number Publication Date
CN218090937U true CN218090937U (en) 2022-12-20

Family

ID=84483094

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221877798.4U Active CN218090937U (en) 2022-07-19 2022-07-19 Assembled slope concrete independent foundation shaping template

Country Status (1)

Country Link
CN (1) CN218090937U (en)

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