CN112065053A

CN112065053A - Inclined roof double-side formwork concrete pouring and tamping construction process

Info

Publication number: CN112065053A
Application number: CN202010895732.7A
Authority: CN
Inventors: 傅兴君; 王国渊; 卢志刚; 黄凯丰
Original assignee: Shanghai Jiashu Construction Project Co ltd
Current assignee: Shanghai Jiashu Construction Project Co ltd
Priority date: 2020-08-31
Filing date: 2020-08-31
Publication date: 2020-12-11

Abstract

The application relates to an inclined roof double-side formwork concrete pouring construction process, which relates to the technical field of building construction and comprises the following steps: dividing the width of the single-side roof in the inclined direction into casting and tamping sections, wherein the width of single casting and tamping is less than or equal to 900mm, and a reserved casting belt with the width of less than or equal to 400mm is arranged in the middle; a pouring and tamping reserved opening is formed in the surface layer template; laying and fixing a bottom layer template, a reinforcement cage and a surface layer template according to design requirements, wherein a plurality of uniformly distributed fixing mechanisms for limiting the distance between the bottom layer template and the surface layer template are arranged between the bottom layer template and the surface layer template; when concrete is poured, the concrete is symmetrically poured from bottom to top in a grading manner, and the pouring direction is gradually carried out along the direction parallel to the length direction of the ridge; tamping while pouring, supplementing tamping from a pouring and tamping reserved opening, and immediately covering and fixing a middle cover plate on a reserved pouring belt after pouring and tamping; and removing the mold after the maintenance meets the design requirement. This application has the advantage that improves oblique roofing concrete compactness.

Description

Inclined roof double-side formwork concrete pouring and tamping construction process

Technical Field

The application relates to the technical field of building construction, in particular to a double-side formwork concrete pouring construction process for an inclined roof.

Background

In the building construction process, the roof construction is one of important links. If the roof quality produces the problem, can cause a series of problems such as later stage seepage and influence the result of use.

The related technology is shown in Chinese patent application with application publication number CN104805966A, which discloses a roof waterproof construction method, comprising the following steps: firstly, pouring micro-expansion concrete on the top of a roof, vibrating the micro-expansion concrete in the pouring process, leveling the upper surface, and then plastering and finishing; cleaning the roof after the micro-expansion concrete is poured, covering a layer of maintenance film on the roof after the cleaning is finished, arranging a concrete slope layer on the upper surface of the maintenance film, and arranging a heat insulation board on the concrete slope layer.

In view of the above technical solutions, the inventors consider that the following drawbacks exist: to traditional horizontal roofing, it is comparatively convenient to pour the concrete operation of vibrating, but to the great sloping roof of slope, the phenomenon of concrete landing often appears when pouring, leads to vibrating well on the sloping roof, and the concrete roof after pouring easily appears honeycomb quality defect.

Disclosure of Invention

In order to solve the problem that the compactness is difficult to control after the inclined roof is poured, the application provides an inclined roof double-face formwork concrete tamping construction process, which has the advantage of improving the concrete compactness of the inclined roof.

The application provides a sloping roof double-sided formwork concrete pouring construction process, adopts following technical scheme:

a double-side formwork concrete pouring construction process for an inclined roof comprises the following steps:

s1: typesetting a surface layer template: according to the roof form and size typesetting surface layer template, dividing the width of the single-side roof in the inclined direction into casting and tamping sections, wherein the single casting and tamping width is less than or equal to 900mm, and a reserved casting belt with the width less than or equal to 400mm is arranged in the middle; arranging a plurality of pouring and tamping reserved openings on the surface layer template;

s2: building a template: laying and fixing a bottom layer template, a reinforcement cage and a surface layer template according to design requirements, wherein a plurality of uniformly distributed fixing mechanisms for limiting the distance between the bottom layer template and the surface layer template are arranged between the bottom layer template and the surface layer template;

s3: pouring concrete in grades and tamping: when concrete is poured, the concrete is symmetrically poured from bottom to top in a grading manner, and the pouring direction is gradually carried out along the direction parallel to the length direction of the ridge; tamping while pouring, supplementing tamping from a pouring and tamping reserved opening, and immediately covering and fixing a middle cover plate on a reserved pouring belt after pouring and tamping; and removing the mold after the maintenance meets the design requirement.

Through adopting above-mentioned technical scheme, the width that makes the single concreting of pouring is less for the layer pouring, and the in-process of being convenient for pour is tamped more fully, smashes the concrete lower floor through pouring from smashing the reservation mouth, can play the feeding effect to lower floor's concrete like this when pouring upper concrete, further improves concrete compactness. The distance between the surface layer template and the bottom layer template is limited by the fixing mechanism, so that the phenomenon of mold expansion is reduced, the possibility of volume change inside the template is reduced, the possibility of defects caused by expansion or flowing of concrete is reduced, and the pouring quality of the inclined roof is improved.

Preferably, in step S1, the slope of the roof is 45 °, the total width of the roof from the eave to the ridge is 4100mm, and the surface layer templates are laid out from the eave to the ridge in sequence as follows: the width is 200 mm's one-level panel, and the width is the one-level reservation of 200mm and pours the area, and the width is 400 mm's second grade panel, and the width is 700 mm's second grade reservation and pours the area, and the width is 900 mm's tertiary panel, and the width is 600 mm's tertiary reservation and pours the area, and the width is 900 mm's level four panel, and the width is 200 mm's ridge precast zone, and ridge precast zone concentrates on one of them roofing.

Through adopting above-mentioned technical scheme, pour the width and increase gradually from bottom to top, the bottom of oblique roofing is poured and is smash more closely knit. Because the operation difficulty is big near eave department, the width of casting and pounding is low can shorten the activity duration, improves the operational safety. And an operator near the ridge can stand on the surface layer template, so that the operation is safe.

Preferably, in step S1, the slope of the roof is 45 °, the total width of the roof from the eave to the ridge is 3200mm, and the surface layer templates are laid out from the eave to the ridge in sequence as follows: the width is 200 mm's one-level panel, and the width is the one-level reservation of 200mm and pours the area, and the width is 400 mm's second grade panel, and the width is 700 mm's second grade reservation and pours the area, and the width is 900 mm's tertiary panel, and the width is 600 mm's roof precast area, and roof precast area average distribution is on two roofing that the roof is adjacent.

Through adopting above-mentioned technical scheme, hierarchical adaptability reduces when roofing width reduces, and the roofing symmetry setting of ridge both sides reduces the condition difference of pouring during the operation simultaneously, is convenient for improve oblique roofing and pours the quality.

Preferably, the fixing mechanism comprises a counter-pull screw rod vertically penetrating through the bottom layer template, a pressure rod positioned on the upper portion of the surface layer template and a limiting part sleeved on the counter-pull screw rod, nuts are connected to two ends of the counter-pull screw rod in a threaded manner, and the limiting part is provided with a limiting groove matched with the profile of the pressure rod.

Through adopting above-mentioned technical scheme, behind the spacing groove of locating part and depression bar butt, the spacing groove can prevent that two depression bars from keeping away from each other and rocking, and the locating part compresses tightly the depression bar under the restriction of nut simultaneously, prevents that the depression bar from keeping away from the surface course template and removing, improves the rigidity between surface course template and the bottom template, and greatly reduced pours the possibility that the bulging die warp between back surface course template and the bottom template, improves the closely knit degree of concrete.

Preferably, the distance between two adjacent counter-pulling screws is less than or equal to 500 mm.

By adopting the technical scheme, the rigidity between the bottom-layer template and the surface-layer template is better controlled, the expansion probability of the template is reduced, and the compactness of concrete is improved.

Preferably, a plurality of reinforcing ribs which are uniformly distributed are fixed on the surface layer template, the length of each reinforcing rib is arranged along the ridge direction of the eave, the compression bar is vertically arranged on the upper portion of each reinforcing rib, and the distance between every two adjacent reinforcing ribs is less than or equal to 250 mm.

Through adopting above-mentioned technical scheme, strengthen the rib and play firm effect to the rigidity of surface course template, reduced the possibility of bloated mould, improve the closely knit degree of concrete.

Preferably, a step of preparing an intermediate cover plate is arranged between the steps S2 and S3: and respectively placing the middle cover plates which are adaptive to the widths of the reserved pouring belts at all levels on the surface layer templates at the upper parts of the corresponding reserved pouring belts for standby.

Through adopting above-mentioned technical scheme, middle apron is placed in advance and is close to reservation casting area department, can carry out the operation of the middle apron of shop immediately after the concrete placement tamping of reservation casting area department for the concrete of reservation casting area department is the same with the concrete condition under the surface course template, has reduced the concrete because of the influence of ambient factor such as outside air temperature, air humidity, improves the condition that the concrete solidifies simultaneously, reduces the quality defect that the pitched roof was pour.

Preferably, the intermediate cover plate is numbered in advance before being placed.

Through adopting above-mentioned technical scheme, there is the serial number on the middle apron, is difficult for putting the wrong position to middle apron during operating personnel's operation, has reduced the operation degree of difficulty to operating personnel simultaneously, improves construction quality.

Preferably, the pouring and tamping reserved port is positioned at the corner part and the turning point of the double-sided formwork.

By adopting the technical scheme, the concrete fluidity of the corner part and the turning point of the double-sided formwork is poorer than that of the plane, and the part is tamped by the pouring and tamping reserved opening, so that the filling compactness of the concrete is improved.

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

1. the surface layer templates are typeset, and pouring and tamping can be more sufficient through graded pouring and tamping; through the pouring and tamping reserved opening arranged on the surface layer template, supplementary tamping is carried out when the concrete of the upper layer is poured, so that the compactness of the concrete of the lower layer is further improved; the fixing mechanism increases the rigidity of the template and reduces the possibility of expanding the template;

2. pouring is simultaneously carried out symmetrically on two sides of the ridge, and the middle cover plate is laid in time after pouring and tamping of the pouring belt is reserved, so that the pouring and solidifying conditions of the concrete are good in controllability, and the construction quality is improved.

Drawings

FIG. 1 is a schematic layout diagram of a roof surface layer template in an embodiment of the present application;

FIG. 2 is an overall schematic view of a laying construction state of a roof pouring template in the embodiment of the application;

fig. 3 is a schematic view of a connecting structure of a roof surface layer formwork and a bottom layer formwork in an embodiment of the present application.

Description of reference numerals: 1. a bottom layer template; 2. a surface layer template; 21. a primary panel; 22. a secondary panel; 23. a third-level panel; 24. a four-level panel; 25. a first-stage reserved pouring belt; 26. a second-stage reserved pouring belt; 27. a third-stage reserved pouring belt; 28. pre-casting a roof ridge strip; 3. a reinforcement cage; 4. a middle cover plate; 5. a fixing mechanism; 51. oppositely pulling the screw rod; 52. a pressure lever; 53. a limiting member; 531. a limiting groove; 6. a horse stool rib; 7. pouring and tamping a reserved opening; 8. and reinforcing ribs.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

Examples

The embodiment of the application discloses a construction process for concrete tamping of a double-sided formwork of an inclined roof. Referring to fig. 1 and 2, the construction process includes the following steps:

s1: typesetting by the surface layer template 2:

and dividing the casting and tamping sections of the width of the single-side roof in the inclined direction according to the roof form and size typesetting surface layer template 2. The width of single pouring and tamping is controlled at 900mm, and a reserved pouring belt with the width of 400mm is arranged in the middle. And pouring and tamping reserved openings 7 are arranged at the corners and turning points of the double-sided formwork on the surface layer formwork 2.

The surface layer template 2 is divided into two types, one type is a transverse roof and the other type is a longitudinal roof, the length directions of the transverse roof and the longitudinal roof are in a cross structure, and the slopes of the transverse roof and the longitudinal roof are both 45 degrees. The length to one side of horizontal roofing is 4100mm, horizontal roofing is provided with one-level panel 21 from the eave to the ridge direction interval in proper order, second grade panel 22, tertiary panel 23 and level four panel 24, it reserves pouring area 25 to form the one-level between one-level panel 21 and the second grade panel 22, it reserves pouring area 26 to form the second grade between second grade panel 22 and the tertiary panel 23, it reserves pouring area 27 to form the tertiary between tertiary panel 23 and the level four panel 24, it forms ridge pre-cast strip 28 to lie in the ridge department of horizontal roofing between two level four panels 24 on the horizontal roofing. The length of the longitudinal roof is 3200mm, the longitudinal roof is similar to a transverse roof in roof composing from an eave to a ridge direction, and the main difference is that a four-level panel 24 and a three-level reserved pouring belt 27 are removed.

In this application, the surface course template 2 on the horizontal roof is typeset as follows: the width of one-level panel 21 is 200mm, the width that the one-level was reserved and is pour area 25 is 200mm, the width of second grade panel 22 is 400mm, the width that the second grade was reserved and is poured area 26 is 700mm, the width of tertiary panel 23 is 900mm, the width that the three-level was reserved and is poured area 27 is 600mm, the width of level four panel 24 is 900mm, the width of roof ridge precast area 28 is 200mm for roof ridge precast area 28 concentrates on the horizontal roofing top of one side wherein.

The surface layer templates 2 on the longitudinal roof are typeset as follows: the width of one-level panel 21 is 200mm, and the width that the one-level was reserved and is pour area 25 is 200mm, and the width of second grade panel 22 is 900mm, and the width that the second grade was reserved and is poured area 26 is 700mm, and the width of tertiary panel 23 is 900mm, and the width of roof ridge precast strip 28 is 600mm, and roof ridge precast strip 28 respectively accounts for half on two roof indulges.

The partial pouring and tamping reserved opening 7 is arranged on the primary panel 21, and the partial pouring and tamping reserved opening 7 is arranged at the primary reserved pouring belt 25.

S2: building a template:

referring to fig. 2 and 3, before the template is installed, the template is inspected, the surface is clean and flat, and the material meets the strength requirement. The bottom layer template 1 is fixedly paved in advance according to the drawing requirements, and square timbers are fixed on one side, away from the working face, of the bottom layer template 1 at intervals so as to reduce the deformation possibility. Prefabricated steel reinforcement cage 3 of installation on bottom template 1, support between steel reinforcement cage 3 and the bottom template 1 and be fixed with the cushion (not shown in the figure), the cushion can adopt and precast with the same material of concrete that pours in advance to form for prop up steel reinforcement cage 3 and form one section clearance with bottom template 1. And split heads ribs 6 are fixed between grids of the steel reinforcement cage 3, and the split heads ribs 6 are used for supporting and controlling the distance between the surface layer template 2 and the bottom layer template 1.

Then, a surface layer template 2 is laid, and the surface layer template 2 is installed in a grading mode according to the typesetting requirements when laid. Be equipped with a plurality of reinforcement ribs 8 along slope incline direction on the surface course template 2, reinforcement rib 8 can be rectangular form steel side's pipe to reduce surface course template 2 and take place the possibility of warping after pouring, can adjust the distance between two square pipes as required if 100mm, 150mm, 200mm etc. nevertheless must not exceed 250mm, and the distance control between two adjacent square pipes of this place is 200 mm.

Fixed connection is between surface course template 2 and the bottom template 1 through a plurality of 5 fixed connection of fixed establishment, and fixed establishment 5 is including wearing to locate the opposite-pulling screw 51 on the bottom template 1 perpendicularly, be located 8 upper portions of strengthening rib and perpendicular to strengthen the depression bar 52 that rib 8 placed and the locating part 53 on the opposite-pulling screw 51 is located to the cover, and the both ends threaded connection of opposite-pulling screw 51 has the nut.

The counter-pull screws 51 are distributed on the bottom formwork 1 in a rectangular array, the distance between two adjacent counter-pull screws 51 is within 500mm, such as 300mm, 400mm, 450mm and the like, but not more than 500mm, and here, the distance between two adjacent counter-pull screws 51 is controlled at 500 mm.

The pressing rod 52 can be a circular steel pipe, the limiting member 53 is a sheet-shaped iron casting or steel part, a through hole for the opposite-pulling screw 51 to pass through is formed in the middle of the limiting member 53, and an arc-shaped limiting groove 531 matched with the outline of the circular steel pipe is respectively formed in each of two sides, located on the through hole, of the limiting member 53. After the limiting groove 531 of the limiting part 53 is abutted to the pressing rods 52, the limiting groove 531 can prevent the two pressing rods 52 from being away from each other and shaking, meanwhile, the limiting part 53 compresses the pressing rods 52 under the limitation of nuts, the pressing rods 52 are prevented from being away from the surface layer template 2 and moving, the rigidity between the surface layer template 2 and the bottom layer template 1 is improved, and the possibility of expansion die deformation between the poured surface layer template 2 and the bottom layer template 1 is greatly reduced.

S3: preparing an intermediate cover plate 4:

and respectively placing the middle cover plates 4 which are adaptive to the widths of the reserved pouring belts at all levels on the surface layer templates 2 at the upper parts of the corresponding reserved pouring belts for standby. Such as the intermediate deck boards 4 for covering the primary ready-cast strips 25, are placed in a sufficient number on the secondary panels 22. To avoid confusion, the intermediate lid 4 is numbered beforehand.

S4: pouring concrete in layers and tamping:

fully watering and wetting the template in advance before pouring the concrete, and adjusting the slump of the concrete. When concrete is poured, the concrete is poured symmetrically from bottom to top in a grading mode, and the pouring direction is gradually carried out along the direction parallel to the length direction of the ridge. The operation of tamping is carried out while pouring, avoids the phenomenon of leaking to shake, and the compactness of concrete is improved to supplementary tamping through watering and tamping reservation mouth 7 at this in-process. And after pouring and tamping, the middle cover plate 4 is installed in a grading way according to the cover plate number and is firmly reinforced by bolts.

And after the lower circle of concrete is completely poured and tamped, the pouring and tamping operation of the upper layer is carried out, and meanwhile, the plugging work of the pouring and tamping reserved opening 7 of the lower layer is well carried out. When pouring and smashing, the baffle is placed at the feeding port, concrete is prevented from overflowing to the surface layer template 2, and the height of the baffle is larger than 500 mm.

And after pouring is finished, maintaining according to the operation instruction, and removing the template after the strength meets the design requirement.

Comparative example 1

The difference from the embodiment is that the tamping operation is performed without the pouring and tamping reserved opening 7.

Comparative example 2

The difference from the examples is that the pitch of 25% of the square tube was controlled at 350 mm.

Comparative example 3

The difference from the embodiment is that the spacing between the 25% square tubes is controlled at 350mm, and the spacing between the 25% area region opposite pulling screws 51 reaches 900 mm.

Comparative example 4

The difference from the embodiment is that the width of the layered casting is up to 1500 mm.

Comparative example 5

The difference with the embodiment is that the pouring and tamping reserved opening 7 is not arranged for tamping operation, and the layered pouring width reaches 1200 mm.

The construction effects of the examples and comparative examples 1 to 4 were examined in a random sampling manner, and the effect data are shown in table 1.

Table 1 comparison of the effects of the embodiment

As can be seen from table 1, measures such as the arrangement of the pouring and tamping reserved opening 7, the control of the layered pouring distance and the distance between the square pipes and the like can jointly improve the concrete compactness poured by the inclined roof.

Data analysis of the embodiment and the comparative example 1 and the comparative example 4 shows that the concrete filling of the next layer can be more densely filled when the pouring and tamping reserved opening 7 vibrates, but if the distance of layered pouring is increased to exceed 900mm, concrete at a longer distance cannot be vibrated and compacted through the vibrating of the pouring and tamping reserved opening 7, and the number of pitted surfaces of the concrete honeycomb is greatly increased. The data show that the mold expansion situation is better than that of the comparative example 1 and the comparative example 4, because the comparative example 1 lacks the pouring and tamping reserved opening 7, the concrete filling is not dense enough, and the comparative example 4 cannot be vibrated and compacted due to the long grading pouring distance, and when the rigidity of the template is better, the mold expansion phenomenon is not easy to generate.

Data analysis of the embodiment and the comparative examples 2 and 3 shows that the compaction degree of concrete can be improved and the phenomenon of concrete honeycomb pitted surface can be reduced by vibrating the pouring and tamping reserved opening 7. However, when the formwork expansion occurs due to insufficient rigidity of the formwork, the pitted surface of the concrete honeycomb and concrete cracks are increased, because the volume of the formwork expansion is increased, and the pitted surface of the concrete honeycomb cannot be generated by supplementing when local concrete is solidified.

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

1. A sloping roof double-side formwork concrete pouring construction process is characterized by comprising the following steps: the method comprises the following steps:

s1: typesetting by the surface layer template (2): according to the roof form and size typesetting surface layer template (2), dividing the width of the single-side roof in the inclined direction into casting and tamping sections, wherein the single casting and tamping width is less than or equal to 900mm, and a reserved casting belt with the width less than or equal to 400mm is arranged in the middle; a plurality of pouring and tamping reserved openings (7) are arranged on the surface layer template (2);

s2: building a template: the bottom formwork (1), the reinforcement cage (3) and the surface formwork (2) are laid and fixed according to design requirements, and a plurality of fixing mechanisms (5) which are uniformly distributed and used for limiting the distance between the bottom formwork (1) and the surface formwork (2) are arranged between the bottom formwork (1) and the surface formwork (2);

s3: pouring concrete in grades and tamping: when concrete is poured, the concrete is symmetrically poured from bottom to top in a grading manner, and the pouring direction is gradually carried out along the direction parallel to the length direction of the ridge; tamping operation is carried out while pouring, tamping is supplemented from the pouring and tamping reserved opening (7), and a fixed middle cover plate (4) is covered on the reserved pouring belt immediately after pouring tamping; and removing the mold after the maintenance meets the design requirement.

2. The inclined roof double-sided formwork concrete tamping construction process according to claim 1, characterized in that: in the step S1, the slope of the roof is 45 degrees, the total width of the roof from the eave to the ridge is 4100mm, and the surface layer templates (2) are sequentially laid from the eave to the ridge as follows: the width is 200 mm's one-level panel (21), casting area (25) are reserved to the one-level that the width is 200mm, the width is 400 mm's second grade panel (22), casting area (26) are reserved to the second grade that the width is 700mm, the width is 900 mm's tertiary panel (23), casting area (27) are reserved to the third grade that the width is 600mm, the width is 900 mm's level four panel (24), the width is 200 mm's roof precast zone (28), roof precast zone (28) concentrate on one of them roofing.

3. The inclined roof double-sided formwork concrete tamping construction process according to claim 1, characterized in that: in the step S1, the slope of the roof is 45 degrees, the total width of the roof from the eave to the ridge is 3200mm, and the surface layer templates (2) are sequentially typeset from the eave to the ridge as follows: the width is 200 mm's one-level panel (21), and the width is 200 mm's one-level and reserves pouring area (25), and the width is 400 mm's second grade panel (22), and the width is 700 mm's second grade and reserves pouring area (26), and the width is 900 mm's tertiary panel (23), and the width is 600 mm's roof precast zone (28), and roof precast zone (28) average distribution is on two roofing that the roof is adjacent.

4. The inclined roof double-sided formwork concrete tamping construction process according to claim 1, characterized in that: the fixing mechanism (5) comprises a counter-pull screw rod (51) vertically penetrating through the bottom layer template (1), a pressing rod (52) located on the upper portion of the surface layer template (2) and a limiting part (53) sleeved on the counter-pull screw rod (51), nuts are connected to two ends of the counter-pull screw rod (51) in a threaded mode, and limiting grooves (531) matched with the contour of the pressing rod (52) are formed in the limiting part (53).

5. The inclined roof double-sided formwork concrete tamping construction process as claimed in claim 4, wherein: the distance between two adjacent counter-pulling screw rods (51) is less than or equal to 500 mm.

6. The inclined roof double-sided formwork concrete tamping construction process according to claim 5, characterized in that:

a plurality of uniformly distributed reinforcing ribs (8) are fixed on the surface layer template (2), the length of each reinforcing rib (8) is placed along the ridge direction of an eave, the compression rods (52) are vertically placed on the upper portions of the reinforcing ribs (8), and the distance between every two adjacent reinforcing ribs (8) is less than or equal to 250 mm.

7. The inclined roof double-sided formwork concrete tamping construction process according to claim 1, characterized in that:

step pre-preparation of an intermediate cover plate (4) is arranged between the steps S2 and S3: and respectively placing the middle cover plates (4) which are adaptive to the widths of the reserved pouring belts at all levels on the surface layer templates (2) at the upper parts of the corresponding reserved pouring belts for standby.

8. The inclined roof double-sided formwork concrete tamping construction process according to claim 7, characterized in that: the intermediate cover plate (4) is numbered in advance before the intermediate cover plate (4) is placed.

9. The inclined roof double-sided formwork concrete tamping construction process according to claim 1, characterized in that: the pouring and tamping reserved opening (7) is positioned at the corner part and the turning point of the double-sided formwork.