Windowsill coping prefabricated part

Abstract

The utility model discloses a windowsill coping prefabricated part, which belongs to the technical field of building construction and comprises a concrete prefabricated block positioned on the first layer of a wall between windows and two groups of reinforcing molds detachably arranged on outer wall bodies at two ends of the concrete prefabricated block, and the length of the concrete prefabricated block is not less than that of the wall between the windows. A transverse embedded steel bar is embedded in the concrete precast block, the two ends of the embedded steel bar extend into a reinforcing mold, a reinforcing steel bar is arranged in the reinforcing mold, one end of the reinforcing steel bar is embedded in a bearing column connected with an outer wall body, and the other end of the reinforcing steel bar is in lap joint and bundled with the embedded steel bar. Synchronous construction of the wall between the windows and the separating wall is guaranteed, the construction period is prevented from being prolonged, and meanwhile the overall forming strength and sedimentation uniformity of the windowsill coping are guaranteed.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction technical field especially relates to a window sill coping prefabricated component. BACKGROUND

[0002] The window wall construction between the house separation wall and the outer window of the residential engineering has been the pain point of the masonry construction, due to the masonry construction to the window sill height, in order to ensure the construction quality, the window sill coping needs to be constructed first, and the traditional method is mostly the coping cast-in-situ method, that is, the coping formwork is installed at the window sill height of the outer wall body, and the steel bars for being implanted into the load-bearing columns at both ends of the outer wall body are arranged, concrete is poured, and after the strength meets the requirements, the window wall and the house separation wall are continuously constructed, which leads to the house separation wall and the window wall being unable to be masonry to the top at one time, and needing to be masonry twice, thereby causing the construction period to be prolonged. UTILITY MODEL CONTENTS

[0003] The utility model aims at solving the shortcomings in the prior art and provides a window sill coping prefabricated component.

[0004] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:

[0005] A window sill coping prefabricated component, which comprises a concrete prefabricated block located at the first layer position of the window wall and two groups of reinforcing molds which are detachably arranged on the outer wall body at both ends of the concrete prefabricated block, the length of the concrete prefabricated block is not less than the length of the window wall, the transverse embedded steel bars are embedded in the concrete prefabricated block, the embedded steel bars extend to the reinforcing molds at both ends, the reinforcing molds are provided with reinforcing steel bars, one end of the reinforcing steel bars is implanted into the load-bearing column connected with the outer wall body, and the other end of the reinforcing steel bars is lapped and tied with the embedded steel bars. By directly arranging the concrete prefabricated block and the reinforcing molds at both ends of the concrete prefabricated block on the outer wall body, the window wall can be directly stacked above the concrete prefabricated block, and the house separation wall is stacked on the inner side of the outer wall body with the concrete prefabricated block, so that the synchronous construction of the window wall and the house separation wall is ensured, the construction is completed at one time, the construction period is avoided to be prolonged, the window sill coping formed by pouring on the inner side of the reinforcing mold and the concrete prefabricated block form the common transverse tension bars in the mode of lapping the steel bars, and the overall forming strength and the settlement uniformity of the window sill coping are ensured.

[0006] The side, away from the house separation wall, of the concrete prefabricated block is provided with a water guide slope, and the water guide slope is inclined downward along the upper surface of the concrete prefabricated block. The arrangement of the water guide slope is beneficial to guiding the rainwater flowing through the window sill coping out of the window sill along the slope and preventing the rainwater from flowing back.

[0007] The number of the embedded steel bars and the reinforcing steel bars is three, and the embedded steel bars and the reinforcing steel bars are arranged side by side along the width direction of the concrete prefabricated block.

[0008] The model of the embedded steel bar and the reinforcing steel bar adopts one or more of HRB400, HRBF400 and RRB400.

[0009] The length of the embedded steel bar and the reinforcing steel bar in the lapping and binding is not less than 64 times of the diameter of the embedded steel bar.

[0010] The reinforcing mold comprises a mold plate located on both sides of the outer wall body, a plurality of clamping plate groups distributed on the outer sides of the two mold plates along the length direction of the mold plate, and the clamping plates of each clamping plate group are fixedly connected through draw bolts and lock nuts at positions above the mold plate.

[0011] The distance between the upper end of the mold plate and the outer wall body is equal to the height of the concrete precast block.

[0012] The upper ends of the clamping plates of each clamping plate group are provided with a connecting plate connected with the clamping plates through rotating nails at both ends.

[0013] Two parallel arranged keels are fixed on the outer side of the mold plate along the vertical direction, and the clamping plates of each clamping plate group are clamped and connected with the mold plate through the keels.

[0014] The utility model has the following beneficial effects:

[0015] The utility model discloses a concrete precast block and a reinforcing mold located at both ends of the concrete precast block are directly arranged on the outer wall body, the window wall can be directly stacked above the concrete precast block, and the partition wall can be stacked on the inner side of the outer wall body after the concrete precast block is laid, so that the synchronous construction of the window wall and the partition wall is guaranteed, the construction is completed at one time, the construction period is avoided to be prolonged, the window sill coping formed in the inner side of the reinforcing mold and the concrete precast block form the common transverse tensioning rib through the lapping steel bar, and the overall forming strength and the settlement uniformity of the window sill coping are guaranteed. BRIEF DESCRIPTION OF DRAWINGS

[0016] In order to more clearly illustrate the technical scheme of the embodiments of the utility model, the following will briefly introduce the drawings needed to be used in the embodiments, and it should be understood that the following drawings only show some embodiments of the utility model, and should not be regarded as the limitation to the scope, and for the ordinary skilled person in the art, other related drawings can be obtained without the creative labor on the premise of the drawings.

[0017] Figure 1 It is a structural schematic diagram of the utility model;

[0018] Figure 2 is a structural schematic view of the reinforcing mold removed in the utility model;

[0019] Figure 3 is a top view of the utility model;

[0020] Figure 4 is a sectional view along Figure 3 the direction of A-A;

[0021] Figure 5 is a structural schematic view of the concrete precast block in the utility model.

[0022] 1, outer wall; 2, window wall; 3, household wall; 4, load-bearing column; 401, reinforcing steel bar; 5, concrete precast block; 501, embedded steel bar; 502, water guide slope; 6, reinforcing mold; 601, mold plate; 602, clamping plate; 603, tension bolt; 604, locking nut; 605, connecting plate; 606, keel. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be described clearly and completely below in combination with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, rather than all the embodiments. The components of the embodiments of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.

[0024] Therefore, the following detailed description of the embodiments of the utility model provided in the drawings is not intended to limit the scope of the claimed utility model, but only represents selected embodiments of the utility model. Based on the embodiments in the utility model, all other embodiments obtained by those of ordinary skill in the art without creative labor fall within the scope of protection of the utility model.

[0025] In addition, the terms "first", "second", "third" and the like are only used to distinguish description, and cannot be understood as indicating or implying relative importance.

[0026] As Figures 1-3As shown, a window sill coping prefabricated component includes a concrete prefabricated block 5 located at the first floor position of the window wall 2 and two groups of reinforcing molds 6 detachably arranged on the outer wall body 1 on both sides of the concrete prefabricated block 5. The length of the concrete prefabricated block 5 is not less than the length of the window wall 2. The prefabricated concrete prefabricated block 5 is directly stacked on the outer wall body 1. The masonry construction of the window wall 2 is carried out above the concrete prefabricated block 5. The partition wall 3 is stacked on the inner side of the outer wall body 1 in which the concrete prefabricated block 5 is stacked, thereby ensuring the synchronous construction of the window wall 2 and the partition wall 3, and avoiding the extension of the construction period. The transverse embedded steel bars 501 are embedded in the concrete prefabricated block 5. The embedded steel bars 501 extend to the reinforcing molds 6 at both ends. The reinforcing steel bars 401 are arranged in the reinforcing molds 6. One end of the reinforcing steel bars 401 is embedded in the bearing column 4 connected with the outer wall body 1. The other end of the reinforcing steel bars 401 is overlapped and tied with the embedded steel bars 501. The window sill coping formed by pouring on the inner side of the reinforcing mold 6 and the concrete prefabricated block 5 form common transverse tensioned steel bars in the form of overlapped steel bars, thereby ensuring the overall forming strength and the uniformity of settlement of the window sill coping.

[0027] Further preferably, in order to guide the rainwater flowing through the window sill coping out of the window sill and prevent the rainwater from flowing back to the window sill, as shown, Figure 5 As shown, the side of the concrete prefabricated block 5 away from the partition wall 3 is provided with a water guide inclined surface 502. The water guide inclined surface 502 is inclined downward along the upper surface of the concrete prefabricated block 5. The height of the water guide inclined surface 502 is not more than 1 / 4 of the height of the concrete prefabricated block 5. The width of the water guide inclined surface 502 is not more than 1 / 5 of the height of the concrete prefabricated block 5.

[0028] Further preferably, the number of the embedded steel bars 501 and the reinforcing steel bars 401 is three. The embedded steel bars 501 and the reinforcing steel bars 401 are arranged side by side along the width direction of the concrete prefabricated block 5. The type of the embedded steel bars 501 and the reinforcing steel bars 401 is one or more of HRB400, HRBF400 and RRB400. In order to ensure that the strength grade of the window sill coping formed by pouring concrete reaches the required C25 grade, the required overlapped length of the transverse tensioned steel bars, i.e. the overlapped and tied length of the embedded steel bars 501 and the reinforcing steel bars 401, is not less than 64 times the diameter of the embedded steel bars 501. In the embodiment, the diameter of the embedded steel bars 501 is 6mm. The above-mentioned overlapped length of the steel bars is greater than or equal to 384mm.

[0029] As shown, Figure 3 and Figure 4As shown, the reinforcing mold 6 comprises a formwork 601 on both sides of the outer wall body 1, a plurality of clamping plate groups distributed along the length direction of the formwork 601 outside the two formworks 601, and the clamping plates 602 of each clamping plate group are fixedly connected at positions above the formwork 601 through the tensioning bolts 603 and the locking nuts 604. The tensioning bolts 603 are located above the formwork 601, and the clamping plate groups achieve the effect of clamping the formwork 601, compared with the traditional punching and screwing reinforcement method of the formwork 601, the formed window sill coping does not need to be repaired, and the sealing effect is good. Further preferably, the distance between the upper end of the formwork 601 and the outer wall body 1 is equal to the height of the concrete prefabricated block 5, so that the window sill coping of the concrete prefabricated block 5 is directly poured and formed in the formwork 601.

[0030] Further preferably, in order to improve the stability of the reinforcing mold 6, the upper ends of the clamping plates 602 of each clamping plate group are provided with a connecting plate 605, the two ends of the connecting plate 605 are connected with the clamping plates 602 through rotating nails, and two vertically arranged keels 606 are fixed outside the formwork 601, and the clamping plates 602 of each clamping plate group are clamped and connected with the formwork 601 through the keels 606, so as to ensure the firmness of the formwork 601.

[0031] When the above technical solution is implemented, the formwork 601 is used to preform a concrete prefabricated block 5 with three embedded steel bars 501, which has a size of 100*300*1000mm, so as to match the construction of a 1m window wall 2, and the formed concrete prefabricated block 5 has a water guide inclined surface 502 with a height of 20mm and a width of 50mm, after the above concrete prefabricated block 5 is stacked at the construction position of the window wall 2, the synchronous masonry construction of the window wall 2 and the partition wall 3 can be carried out, which does not affect the construction period of the wall body, such as Figure 1 and Figure 2 As shown, the construction personnel simultaneously implant reinforcing steel bars 401 corresponding to the embedded steel bars 501 of the concrete prefabricated block 5 in the load-bearing column 4, use iron wires to bind the reinforcing steel bars 401 and the embedded steel bars 501 that are overlapped together, and install the reinforcing mold 6 on both sides of the outer wall body 1, one end of the formwork 601 in the reinforcing mold 6 abuts against the load-bearing column 4, and the other end extends to the outside of the concrete prefabricated block 5, and then the concrete is poured into the reinforcing mold 6, after the concrete is solidified, the mold is removed, the construction of the window sill coping is completed, the window sill coping and the concrete prefabricated block 5 share the horizontal reinforcing bars, and the overall forming strength and the settlement uniformity are ensured.

[0032] The above only describes preferred embodiments of the present application and is not used to limit the present application. For those skilled in the art, the present application can have various changes and modifications. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A sill coping precast element, characterized in that, The concrete precast block is located on the first floor of the window wall, and two groups of reinforcing molds are detachably arranged on the outer wall body at both ends of the concrete precast block, the length of the concrete precast block is not less than the length of the window wall, transverse embedded steel bars are embedded in the concrete precast block, the embedded steel bars extend to the reinforcing molds at both ends, reinforcing steel bars are arranged in the reinforcing molds, one end of the reinforcing steel bars is embedded in the bearing column connected with the outer wall body, and the other end of the reinforcing steel bars is lapped and tied with the embedded steel bars.

2. A sill coping precast element according to claim 1, wherein, A water guide inclined surface is arranged on the side of the concrete precast block away from the partition wall, and the water guide inclined surface is inclined downward along the upper surface of the concrete precast block.

3. A sill coping precast element according to claim 1 or 2, c h a r a c t e r i s e d in that The number of the embedded steel bars and the reinforcing steel bars is three, and the embedded steel bars and the reinforcing steel bars are arranged side by side along the width direction of the concrete precast block.

4. A sill coping precast element according to claim 3, wherein, The type of the embedded steel bars and the reinforcing steel bars is one or more of HRB400, HRBF400 and RRB400.

5. A sill coping precast element according to claim 4, wherein, The lapped and tied length of the embedded steel bars and the reinforcing steel bars is not less than 64 times the diameter of the embedded steel bars.

6. A sill coping precast member according to claim 1, wherein, The reinforcing mold comprises mold plates arranged on both sides of the outer wall body and a plurality of clamping plate groups arranged outside the mold plates along the length direction of the mold plates, and the clamping plates of each clamping plate group are fixedly connected with the mold plates above the mold plates by means of pull bolts and lock nuts.

7. A sill coping precast element according to claim 6, wherein, The distance between the upper end of the mold plate and the outer wall body is equal to the height of the concrete precast block.

8. A sill coping precast element according to claim 6 or 7, c h a r a c t e r i z e d in that A connecting plate is arranged between the upper ends of the clamping plates of each clamping plate group, and the connecting plate is connected with the clamping plates at both ends by means of rotating nails.

9. A sill coping precast element according to claim 6 or 7, wherein, Two vertically arranged batten plates are fixed outside the mold plate, and the clamping plates of each clamping plate group are clamped and connected with the mold plate by means of the batten plates.

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