WO2018145624A1

WO2018145624A1 - Flexible-pier horizontal separation seam construction method and construction apparatus therefor

Info

Publication number: WO2018145624A1
Application number: PCT/CN2018/075428
Authority: WO
Inventors: 屈振学; 郑杨; 李庆春; 于海军
Original assignee: 中铁十九局集团有限公司
Priority date: 2017-02-07
Filing date: 2018-02-06
Publication date: 2018-08-16
Also published as: CN106835988B; CN106835988A

Abstract

A flexible-pier horizontal separation seam construction method and a construction apparatus therefor. The flexible-pier horizontal separation seam construction apparatus (1) comprises a combined drawing plate. The combined drawing plate comprises s bottom drawing plate (2), a hard foam plate (3), edge sealing drawing plate (4), and a top drawing plate (5); the hard foam plate (3) is located above the bottom drawing plate (2) and adjacently connected to the bottom drawing plate (2); a first side surface (31) of the hard foam plate (3) is flushed with a second side surface (21) of the bottom drawing plate (2); the edge sealing drawing plate (4) is located above the bottom drawing plate (2) and adjacently connected to the bottom drawing plate (2); a third side surface (41) of the edge sealing drawing plate (4) is adjacently connected to a fourth side surface (32) of the hard foam plate (3); the fourth side surface (32) is provided opposite to the second side surface (21); the top drawing plate (5) is located above the hard foam plate (3) and the edge sealing drawing plate (4) and adjacently connected to the hard foam plate (3) and the edge sealing drawing plate (4) respectively; a fifth side surface (51) of the top drawing plate (5) is flush with the first side surface (31). Also provided is a construction method for the construction apparatus. The flexible-pier horizontal separation seam construction method and the construction apparatus therefor both have the advantages of high seaming depth, high seaming accuracy, and good seaming quality.

Description

Flexible joint pier horizontally separated joint construction method and construction device thereof

cross reference

The present application is hereby incorporated by reference in its entirety in its entirety in its entirety in its entirety in its entirety in the the the the the the the the the the the the the

Technical field

The invention relates to the technical field of bridge engineering construction, in particular to a construction method and a construction device for a horizontal joint broken joint of a flexible bridge pier.

Background technique

With the continuous development of China's economy, the requirements for the quality of urban bridge construction are getting higher and higher, and the requirements for the landscape of bridges are getting higher and higher, making the bridge a landscape of a city, even becoming a city. business card.

At present, most of the bridges are multi-span bridges. Generally, the multi-span bridges are provided with rigid abutments at both ends, and the middle piers are all set as flexible piers, so that when the piers are subjected to the jack thrust, Large horizontal displacement can occur within a safe range, and the horizontal connection between the bridge piers is completely blocked in the direction of the bridge, so that each pier alone receives the braking force or traction force generated by the bridge. In addition, since the horizontal thrust of the pier is distributed according to the stiffness of each pier, the horizontal thrust distributed to each pier is small, and the safety of the bridge is protected.

However, in order to ensure the landscape of the bridge, a decorative block is generally arranged on the outer side of the pier to decorate the bridge, and in order to make the decorative block can be used normally, it is necessary to ensure that the decorative block does not participate in the overall stress of the pier. However, due to the large horizontal displacement of the pier when subjected to horizontal thrust, the decorative block is often more or less affected by the horizontal thrust on the pier, resulting in damage to the decorative block, which poses a safety hazard.

At present, the conventional practice is to cut horizontal seams on the formed decorative blocks to minimize the horizontal thrust on the piers received by the decorative blocks. However, the horizontal seams cut by the construction method have shallow depth, difficult cutting, and seaming. The size and effect are not guaranteed, the construction safety risks are high, and the cost is high. In addition, due to the shallow depth of the cut horizontal seam, the decorative block will still be subjected to the horizontal thrust on the pier, which will cause the decorative block to be easily damaged, posing a safety hazard.

Summary of the invention

In order to solve the above problems, the main object of the present invention is to provide a construction method for a horizontally-separated joint of a flexible bridge pier which is simple in operation, large in seam depth, high in seam precision, and good in seam quality.

Another object of the present invention is to provide a horizontal joint break joint construction device for a flexible bridge pier which is simple in structure, convenient in manufacture, simple in construction method, and capable of improving high seam precision and good seam quality.

In order to achieve the main object of the present invention, the present invention provides a construction method for a horizontally-separated joint of a flexible pier, wherein the method includes a molding step: installing on the opposite sides of the bridged unit on the top surface of the piped pier section The first bottom plate and the second bottom plate are arranged on the first bottom plate in the order of the first rigid foam plate and the first edge plate on the outer side of the piped pier unit. A second rigid foam board and a second edge pumping plate are sequentially arranged on the board along the bridge toward the stage of the cast bridge pier, and the first top plate is mounted on the first rigid foam board and the first edge board. Installing a second top plate on the second rigid foam plate and the second edge plate, and the first bottom plate, the first edge plate, the first top plate, and the first portion of the cast bridge block a supporting template fixed connection, the second bottom plate, the second edge plate, and the second top plate are fixedly connected to the first supporting template, and the second supporting template is installed along the outer peripheral contour of the top surface to form a cavity to be poured Pouring and curing steps: to the cavity to be poured Concreting the concrete and curing the poured concrete; demoulding step: after the concrete curing is completed, releasing the first bottom plate, the first edge plate, the first floor plate, the second floor plate, the first a fixed connection between the second edge plate and the second top plate and the first support plate, and sequentially removing the first edge plate and the second edge plate, the first bottom plate and the second bottom plate, first The top plate and the second top plate remove the first rigid foam plate and the second rigid foam plate.

It can be seen from the above that the above construction method can ensure that the pier joint can greatly improve the seaming precision and the seam quality of the horizontally separated joint during construction, and the construction method can simplify the construction process and greatly improve the horizontal score. The depth of the component of the partition is ensured while ensuring the size of the seam. In addition, the problem of constructing a horizontally-separated joint with a shallow seam depth can be effectively solved in the prior art.

A preferred solution is that the construction method further comprises a processing step before the step of performing the molding, the processing step is: cleaning the top surface, and pre-burying the steel bars of the unit section to be poured on the top surface.

It can be seen from the above that by pre-processing the top surface, the adhesion between the top surface and the newly poured concrete is improved, the connection quality between the bridge unit sections is improved, the construction quality of the bridge pier is improved, and the bridge pier is used in the later stage. safety.

Another preferred solution is that the molding step further comprises: a first bottom plate, a first edge plate, a first top plate, a second bottom plate, a second edge plate, and a second top plate. The mounting position of the plate and the second support template is checked and corrected.

It can be seen from the above that by checking and correcting the position of each of the pumping plates and the supporting template, the seaming precision and the seaming quality of the horizontal dividing seam can be improved.

A further solution is that the molding step further comprises: wrapping the first film material on the side of the first bottom plate, the first rigid foam plate and the first top plate near the interior of the poured pier unit, and the second The bottom plate, the second rigid foam plate, and the second top plate are adjacent to the inner side of the cast bridge unit segment and include a second film material.

It can be seen from the above that by providing the film material, it is possible to prevent the concrete from flowing between the bottom plate, the rigid foam plate and the top plate when the concrete is poured, thereby ensuring easy release and mold release resistance during the demolding process. small.

The method for constructing a horizontally-separated joint of a flexible pier provided by the present invention may further include a step of molding: installing a first bottom plate and a second bottom on opposite sides of the bridge in the area to be constructed of the pier on the platform The first hard foam board and the first edge pumping board are sequentially installed on the first bottom plate in the first bottom plate, and the first edge plate is sequentially arranged on the second bottom plate along the bridge direction. Installing a second rigid foam board and a second edge sealing plate, installing a first top plate on the first rigid foam plate and the first edge plate, and pumping on the second rigid foam plate and the second edge A second top plate is mounted on the plate, a support template is installed along the outer contour of the area to be constructed, and a cavity to be poured is formed, and the first bottom plate, the first edge plate, and the first top plate are fixedly connected to the support plate. , the second bottom plate, the second edge plate, the second plate and the supporting plate are fixedly connected; the pouring and curing steps: pouring concrete to the cavity to be poured, and curing the poured concrete; Mold step: completed in concrete maintenance And releasing the first bottom plate, the first edge plate, the first top plate, the second bottom plate, the second edge plate, and the second top plate and the supporting template fixed connection, and sequentially removing the first The edge sealing plate and the second edge sealing plate, the first bottom plate and the second bottom plate, the first top plate and the second top plate, and the first rigid foam plate and the second rigid foam plate are removed .

It can be seen from the above that the above construction method can ensure that the pier joint can greatly improve the seaming precision and the seam quality of the horizontally separated joint during construction, and the construction method can simplify the construction process and greatly improve the horizontal score. The depth of the component of the partition is ensured while ensuring the size of the seam. In addition, it can effectively solve the problem that the prior art can only use the cutting method to construct the horizontally-separated fracture with shallow seam depth, and also solve the difficulty of horizontal separation and fracture construction of the cap and the first section of the pier section. .

A preferred solution is that the construction method further comprises a processing step before the step of performing the molding, the processing steps are: cleaning the treated area, and pre-burying the steel bars to be poured in the area to be constructed.

It can be seen from the above that by pre-treating the surface of the area to be constructed on the cap, the adhesion between the area to be constructed and the newly poured concrete is improved, the connection quality between the pier section and the cap is improved, and the pier is further improved. The construction quality guarantees the safety of the pier in later use.

Another preferred solution is that the molding step further comprises: a first bottom plate, a first edge plate, a first top plate, a second bottom plate, a second edge plate, and a second top plate. The mounting position of the plate and the support template is checked and corrected.

In a further aspect, the molding step further comprises: wrapping the first film material on the side of the first bottom plate, the first rigid foam plate and the first top plate adjacent to the interior of the poured bridge block in the area to be constructed, The second film material is wrapped on the side of the second bottom plate, the second rigid foam plate and the second top plate near the inside of the area to be constructed.

In order to achieve another object of the present invention, the present invention provides a horizontal piercing joint construction device for a flexible pier, which comprises a combined pumping plate comprising a bottom plate, a rigid foam plate, an edge sealing plate and a top pumping. a plate, the rigid foam board is located above the bottom plate and adjacent to the bottom plate, the first side of the rigid foam board is flush with the second side of the bottom plate, and the edge plate is located above the bottom plate and is pumped with the bottom layer The plate is adjacent, the third side of the edge sealing plate is adjacent to the fourth side of the rigid foam board, the fourth side is opposite to the second side, and the top plate is located above the rigid foam board and the edge sealing plate, and the top layer is drawn The plates are respectively adjacent to the rigid foam board and the edge sealing plate, and the fifth side of the top plate is flush with the first side.

It can be seen from the above that through the installation and structural design of the horizontal separation joint construction device of the flexible pier, when the horizontal separation joint of the flexible pier is constructed, the precision of the seam and the high quality of the seam can be achieved through simple operation. The horizontal separation break joint, and the flexible joint pier horizontal separation joint construction device has the advantages of simple structure and convenient manufacture, and the construction method and construction process of the flexible joint pier horizontal separation joint construction device are simple, compared with the prior art, It is possible to construct a horizontally-separated joint with a large seam depth.

A further solution is that the flexible pier horizontal splitting fracture construction device further comprises a film material, and the film material is wrapped on the first side, the second side and the fifth side.

DRAWINGS

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a structural schematic view showing an embodiment of a horizontal joint break joint construction device for a flexible pier according to the present invention.

2 is a schematic view showing the construction position of a horizontal piercing joint construction device for a flexible pier according to a first embodiment of a horizontal split joint construction method for a flexible pier of the present invention.

3 is a schematic view showing the relative position of a horizontal piercing joint construction device of a flexible pier and a piped pier section of the first embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

4 is a schematic view showing the first construction state of the first embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

Figure 5 is a schematic view showing the second construction state of the first embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

6 is a schematic view showing the third construction state of the first embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

Figure 7 is a fourth schematic view showing the fourth construction state of the first embodiment of the horizontal joint broken joint construction method of the flexible pier of the present invention.

Figure 8 is a fifth schematic view showing the fifth construction state of the first embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

Figure 9 is a schematic view showing the relative position of a horizontal piercing joint construction device of a flexible pier and a bridge pier to be constructed in a second embodiment of the horizontal joint broken joint construction method of the flexible pier according to the present invention.

Figure 10 is an enlarged view of A in Figure 2.

The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

detailed description

Example of horizontal separation joint construction device for flexible piers:

Referring to Fig. 1, a flexible pier horizontal splitting joint construction apparatus 1 includes a combined pumping plate including a bottom plate 2, a rigid foam plate 3, a sealing plate 4, a top plate 5, and a film material 6. Wherein, the bottom plate 2 is used for mounting on the top surface of the poured pier unit segment 91 or on the to-be-constructed area of the pier on the platform 92; the bottom plate 2, the edge plate 4 and the top plate 5 are both Made of steel, the bottom plate 2, the edge plate 4 and the top plate 5 can have sufficient deformation resistance during use, and the horizontal separation can be improved when the concrete is to be poured. The precision of the seam and the quality of the seam are obtained, and the seam size of the horizontally separated joint can be better controlled.

The rigid foam board 3 is located above the bottom plate 2, and the rigid foam board 3 is adjacent to the bottom plate 2, and further, the first side 31 of the rigid foam board 3 is flush with the second side 21 of the bottom plate 2 Qi.

The edge sealing plate 4 is located above the bottom plate 2, and the edge plate 4 is adjacent to the bottom plate 2, and further, the third side 41 of the edge plate 4 and the second side 32 of the rigid foam plate 3 Adjacent, the second side 32 of the rigid foam board 3 is disposed opposite the first side 31. The edge sealing plate 4 is used to encapsulate the rigid foam board 3. Among them, the edge sealing plate 4 and the rigid foam plate 3 have the same thickness.

The top plate 5 is located above the rigid foam plate 3 and the edge sealing plate 4, and the top plate 5 is adjacent to the rigid foam plate 3 and the edge sealing plate 4, respectively, and the fifth side of the top plate 5 51 is flush with the first side 31 of the rigid foam board 3.

The film material 6 is a PE film, and the film material 6 is wrapped on the first side 31 of the rigid foam board 3, the second side 21 of the bottom plate 2 and the fifth side 51 of the top plate 5, opposite to the first side 31, The second side 21 and the fifth side 51 are packaged. During construction, the side of the combined pumping plate encapsulating the film material 6 is located near the middle of the pier unit section to be constructed, and by encapsulating the film material on the first side 31, the second side 21 and the fifth side 51, it is possible to prevent When the concrete is to be poured in the section of the pier to be constructed, the concrete does not mix into the gap between the bottom plate 2 and the rigid foam plate 3, and the gap between the rigid foam plate 3 and the top plate 5. Further, when the respective suction plates of the combined suction plate of the horizontal piercing joint construction device 1 of the flexible bridge pier are demolded, the concrete is not consolidated with the gap between the bottom plate 2 and the rigid foam plate 3, and the rigid foam The gap between the plate 3 and the top plate 5 reduces the difficulty of demolding, making the demoulding easy and the draft resistance low.

In addition, the bottom plate 2 is provided with a first connecting hole 22, the edge plate 4 is provided with a second connecting hole 42, and the top plate 5 is provided with a third connecting hole 52, and the first connecting hole 22, The second connection hole 42 and the third connection hole 52 are arranged coaxially. Further, the first connecting hole 22, the second connecting hole 42, and the third connecting hole 52 are provided with a radius.

When the flexible pier horizontally-separated joint construction device 1 is fixed, the bottom plate 2, the edge-sealing plate 4 and the top layer are simultaneously passed through the first connection hole 22, the second connection hole 42, and the third connection hole 52 by screws. The pumping plate 5 is fixed on the supporting formwork of the poured bridge pier unit section, and then the fixing function of the horizontal joint broken joint construction device 1 of the flexible pier is ensured, and the installation precision of the horizontal joint broken joint construction device 1 of the flexible pier is ensured, thereby ensuring the construction. Horizontally separates the seam quality and seaming accuracy of the joint.

As shown in FIG. 1 , the bottom plate 2 is provided with a first hole 23 at an end away from the first side 31 , and the edge plate 4 is provided with a second hole 43 at an end away from the first side 31 . The third suction hole 53 is provided at one end away from the first side surface 31. Moreover, the distance between the axis of the second pumping hole 43 and the first side surface 31 is greater than the distance between the third pumping hole 53 and the first side surface, and the distance between the third pumping hole 53 and the first side surface is greater than the first pumping distance. The distance between the aperture 23 and the first side. Through the structural design of the bottom plate 2, the edge plate 4 and the top plate 5, the horizontal piercing joint construction device 1 of the flexible pier is more convenient and quicker when demolding.

It can be seen from the above that the horizontal joint break joint construction device of the flexible pier provided by the embodiment has the advantages of simple structure, convenient manufacture and simple construction method, and compared with the prior art, the horizontal piercing joint construction device is manufactured by the flexible pier. The horizontal split seam has the advantages of high seam precision and good seam quality.

First embodiment of construction method for horizontal separation joint of flexible piers:

Referring to FIG. 2 and FIG. 3, the construction method of the horizontally dividing the joint of the flexible pier is constructed by using the horizontal joint broken joint construction device of the flexible pier in the above embodiment, wherein the first bottom plate 20 and the first rigid foam are used. The plate 30, the first edge sealing plate 40, the first top plate 50, the first film material 60 and the second bottom plate 200, the second rigid foam plate 300, the second edge plate 400, and the second The top plate 500 and the second film material 600 have the same structure. 4 to 8, the construction method of the first bottom plate 20, the first rigid foam plate 30, the first edge plate 40, the first top plate 50, and the first film material 60 is taken as an example. The molding steps are explained.

Specifically, the construction method includes: a pretreatment step:

The top surface of the poured pier unit segment 91 is cleaned so that the top surface of the poured pier portion 91 can be adhered to the concrete to be poured, and the connection quality between the pier unit segments is improved, thereby improving the pier The construction quality guarantees the safety of the pier in later use. In addition, the reinforcing bars of the pier section to be poured are pre-buried on the top surface of the cleaned pier unit segment 91 after the cleaning, and the pre-embedded steel bars ensure that the pier section to be poured has sufficient strength after molding.

Molding steps:

First, the first bottom platen 20 and the second bottom platen 200 are respectively mounted on the top surfaces of the bridged pier unit segments 91 along opposite sides of the bridge X.

Next, as shown in FIG. 4, the first rigid foam board 30 and the first edge sealing plate 40 are sequentially mounted on the first bottom plate 20 along the bridge X toward the poured bridge unit segment 91; The second rigid foam plate 300 and the second edge sealing plate 400 are sequentially mounted on the second bottom plate 250 along the bridge X toward the poured pier unit segment 91.

Next, a first top plate 50 is mounted on the first rigid foam plate 30 and the first edge sealing plate 40; similarly, the second rigid foam plate 300 and the second edge sealing plate 400 are mounted on the second rigid foam plate 300 and the second edge sealing plate 400. Two top plate 500.

Next, the first film material 60 is wrapped around the first bottom plate 20, the first rigid foam plate 30, and the first top plate 50 near the inside of the segment unit 91 of the cast bridge; similarly, The second bottom plate 250, the second rigid foam plate 30, and the second top plate 500 are wrapped around the interior of the segment unit 91 of the cast bridge to encase the second film material 600. By wrapping one side of the first bottom plate 20, the first rigid foam plate 30 and the first top plate 50 by the first pair of film materials 60, the concrete pouring of the new pier unit can be effectively prevented. At this time, the concrete does not flow into the gap between the first bottom plate 20, the first rigid foam plate 30, and the first top plate 50, preventing the consolidated concrete from hindering the demolding. Similarly, the second film material 600 is wrapped around one side of the second bottom plate 200, the second rigid foam plate 300 and the second top plate 500, which can effectively prevent the new pier unit from being carried out. When the concrete is poured, the concrete does not flow into the gap between the second bottom plate 200, the second rigid foam plate 300, and the second top plate 500, preventing the consolidated concrete from hindering the demolding. The first film material 60 and the second film material 600 can facilitate mold release and release mold resistance when the mold release treatment is performed.

Next, as shown in FIGS. 4 and 5, the first bottom plate 20, the first edge plate 40, the first top plate 50, and the first support template 7 on the cast bridge unit segment 91 are bolted. Fixed connection; similarly, the second bottom plate 250, the second edge plate 400, and the second top plate 500 are fixedly connected to the first support template 7 on the poured pier unit segment 91 by bolts to prevent The first bottom platen 20, the first edge plate 40, the first top plate 50, the second bottom plate 200, the second edge plate 400, and the second top plate 500 are in a new section of the pier section When concrete is poured, it is deflected by the extrusion of concrete.

Next, a second support template 8 is mounted along the outer peripheral contour of the top surface of the cast pier unit segment 91, and a cavity 93 to be poured is formed.

In addition, the first bottom plate 20, the first edge plate 40, the first top plate 50, the second bottom plate 200, the second edge plate 400, the second top plate 500, and the second are completed. After the installation of the support template 8, the installation positions of the respective suction plates and the second support template 8 are inspected and corrected to prevent a large error in the positions of the respective suction plates and the second support template 8, thereby avoiding the influence of the horizontal separation of the fractures. Seam size, seaming accuracy and seam quality.

Pouring and curing steps:

As shown in Fig. 6, concrete pouring is performed on the cavity 93 to be poured, and the poured concrete is cured to form a new pier unit section.

Demoulding step:

As shown in FIG. 7 and FIG. 8 , firstly, after the concrete curing is completed, the first bottom platen 20, the first edge plate 40, and the first top plate 50 are fixedly connected to the first supporting template 7; The fixed connection of the second bottom plate 250, the second edge plate 400, and the second top plate 500 to the first support template 7 is released.

Next, the first edge plate 40 and the second edge plate 400, the first bottom plate 20 and the second bottom plate 200, the first top plate 50, and the second top plate 500 are sequentially removed.

Specifically, first, the second drawing hole 403 of the first edge sealing plate 40 is passed through the drawstring, and the first edge sealing plate 40 is drawn out, and the second edge of the second edge sealing plate 400 is passed through the pulling rope. The hole is punched and the second edge plate 400 is withdrawn. Then, the first bottom hole 23 of the second bottom plate 250 is passed through the drawstring, and the first bottom plate 20 is withdrawn, and the first hole is passed through the second bottom plate 200 through the drawstring, and the first The second bottom plate 200 is withdrawn. Then, the third through hole 503 of the first top plate 50 is passed through the drawstring, and the first top plate 50 is withdrawn, and the third hole of the second top plate 500 is passed through the drawstring, and the first The second top plate 500 is withdrawn.

Next, the remaining first rigid foam board 30 and the second rigid foam board 300 are removed to form a horizontal dividing slit 95, and the decorative partitions 94 are formed on both sides of the horizontal dividing slit.

Repeat the above steps to complete the construction of the pier.

Second embodiment of horizontal separation joint construction method for flexible piers:

Referring to FIG. 9 and FIG. 10, and in conjunction with FIG. 2, the invention of the first embodiment of the method for constructing a horizontal piercing joint of a flexible pier is applied, and the second embodiment of the method for constructing a horizontally-separated joint of a flexible pier is different in that the level of the flexible pier is The construction method of the second embodiment of the separation fracture construction method may further comprise the following steps:

Pretreatment steps:

The area to be constructed 96 of the pier on the platform 92 is cleaned so that the area to be constructed 96 can be adhered to the concrete to be poured, and the connection between the pier unit section and the area to be constructed 96 on the platform 92 is improved. The quality, in turn, improves the construction quality of the pier and ensures the safety of the pier in later use. In addition, the steel bars to be poured into the pier section are pre-buried on the to-be-constructed area 96 of the cleaned pier, and the pre-embedded steel bars ensure that the pier section to be poured has sufficient strength after forming.

Molding steps:

First, the first bottom plate 107 and the second bottom plate 111 are respectively mounted on the opposite sides of the bridge X on the area to be constructed 96.

Then, the first rigid foam board 102 and the first edge sealing board 103 are sequentially installed on the first bottom platen 101 along the bridge direction X toward the area to be constructed 96; similarly, on the second bottom plate 111 The second rigid foam plate 112 and the second edge sealing plate 103 are sequentially installed along the bridge X toward the area to be constructed 96.

Next, a first top plate 104 is mounted on the first rigid foam plate 102 and the first edge sealing plate 103; similarly, the second rigid foam plate 112 and the second edge sealing plate 113 are mounted on the second rigid foam plate 112 and the second edge sealing plate 113. Two top plate 114.

Next, the first film material 105 is wrapped on the side of the first bottom plate 101, the first rigid foam plate 102 and the first top plate 104 near the inside of the area to be worked 96; similarly, the second bottom layer is pumped The second film material 115 is wrapped by the side of the plate 111, the second rigid foam board 112 and the second top pumping plate 114 adjacent to the interior of the area to be worked 96. By wrapping the first bottom plate 101, the first rigid foam plate 102 and the first top plate 104 with one side of the first film material 105, it is possible to effectively prevent the concrete from being poured during the concrete pouring of the pier unit section. It will flow into the gap between the first bottom plate 101, the first rigid foam plate 102 and the first top plate 104 to prevent the consolidated concrete from hindering the demolding. Similarly, the second film material 115 wraps one side of the second bottom plate 111, the second rigid foam plate 112 and the second top plate 114 to effectively prevent concrete pouring in the pier unit section. At this time, the concrete does not flow into the gap between the second bottom plate 111, the second rigid foam plate 112, and the second top plate 114, preventing the concrete after consolidation from hindering the demolding. The first film material 105 and the second film material 115 can be easily released from the mold release process and the mold release resistance is small.

Next, a support template 97 is mounted along the outer peripheral contour of the area to be constructed 96, and a cavity 98 to be poured is formed.

Next, the first bottom plate 107, the first edge plate 103, and the first top plate 104 are fixedly connected to the support template 97 by bolts; similarly, the second bottom plate 111 and the second cover are bolted. The side plate 113 and the second top plate 114 are fixedly connected to the supporting template 97 to prevent the first bottom plate 101, the first edge plate 103, the first top plate 104, the second bottom plate 111, and the second The edge sealing plate 113 and the second top plate 114 are offset by the extrusion of the concrete when the concrete is poured in the pier unit section.

In addition, the first bottom plate 107, the first edge plate 103, the first top plate 104, the second bottom plate 111, the second edge plate 113, the second top plate 114, and the support template are completed. After the installation of 97, the installation position of each of the pumping plates and the supporting template 97 is inspected and corrected to prevent a large error in the position of each of the pumping plates and the supporting template 97, thereby avoiding the influence of the seam size and the seaming precision of the horizontally dividing the broken seam. And the quality of the seam.

Pouring and curing steps:

The concrete to be poured into the cavity 98 is poured, and the poured concrete is cured to form a pier section.

Demoulding step:

First, after the concrete curing is completed, the first bottom plate 107, the first edge plate 103, the first top plate 104 and the template are fixedly connected; and the second bottom plate 111 is removed. The two edge plate 113 and the second top plate 114 are fixedly connected to the support template 97.

Next, the first edge plate 105 and the second edge plate 113, the first bottom plate 101 and the second bottom plate 111, the first top plate 104, and the second top plate 114 are sequentially removed.

Specifically, first, the second drawing hole of the first edge sealing plate 103 is passed through the drawstring, and the first edge sealing plate 103 is withdrawn, and the second drawing of the second edge sealing plate 113 is passed through the pulling rope. The hole is taken out and the second edge plate 113 is withdrawn. Then, the first hole of the second bottom plate 111 is passed through the drawstring, and the first bottom plate 101 is withdrawn, passed through the first hole of the second bottom plate 111 through the drawstring, and the second The bottom plate 111 is withdrawn. Next, the third through hole of the first top plate 104 is passed through the drawstring, and the first top plate 104 is withdrawn, passed through the third hole of the second top plate 114 through the drawstring, and the second The top plate 114 is withdrawn.

Next, the remaining first rigid foam board 102 and the second rigid foam board 112 are removed to form a horizontally divided slit.

Then, according to the construction procedure of the first embodiment of the horizontal piercing joint construction method of the flexible pier according to the present invention, the construction of the pier is continued until the construction of the pier is completed.

It can be seen from the above that the horizontal separation joint construction method of the flexible pier provided by the invention can ensure that the pier joint can greatly improve the seaming precision and the seam quality of the horizontal separation joint during construction, and the construction method can simplify the construction process. At the same time, the depth of the component of the horizontally separated seam is greatly increased, and the size of the seam is ensured. In addition, the problem of constructing a horizontally-separated joint with a shallow seam depth can be effectively solved in the prior art. The utility model has the advantages of simple operation, large seam depth, high seam precision and good seam quality.

It should be emphasized that the above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention. For those skilled in the art, various changes and modifications can be made in the present invention. Any modifications, equivalent substitutions, improvements, etc., made within the scope of the invention are intended to be included within the scope of the invention.

Claims

A construction method for horizontally dividing a joint of a flexible pier, characterized in that it comprises:

Molding steps:

Installing a first bottom plate and a second bottom plate on opposite sides of the bridge on the top surface of the piped pier unit;

Installing a first rigid foam board and a first edge sealing board along the bridge direction toward the outside of the poured bridge pier unit on the first bottom plate;

Mounting a second rigid foam board and a second edge sealing plate along the bridge direction toward the outside of the cast bridge pier unit on the second bottom plate;

Installing a first top plate on the first rigid foam board and the first edge sealing plate;

Installing a second top plate on the second rigid foam board and the second edge sealing plate;

The first bottom plate, the first edge plate, and the first top plate are fixedly connected to the first support template on the piped pier unit segment;

The second bottom plate, the second edge plate, and the second top plate are fixedly connected to the first supporting template;

Mounting a second support template along the outer peripheral contour of the top surface and forming a cavity to be poured;

Pouring and curing steps:

Carrying concrete into the cavity to be poured, and curing the poured concrete;

Demoulding step:

After the concrete curing is completed, the first bottom plate, the first edge plate, the first top plate, the second bottom plate, the second edge plate, and the a fixed connection of the second top plate to the first support template;

And sequentially removing the first edge sealing plate and the second sealing plate, the first bottom plate and the second bottom plate, the first top plate, and the second top plate board;

The first rigid foam board and the second rigid foam board are removed.
The construction method according to claim 1, wherein:

The construction method further includes a processing step before the performing the molding step, and the processing step is:

The top surface is cleaned, and the steel bars to be poured into the pier section are pre-buried on the top surface.
The construction method according to claim 1, wherein:

The loading step further includes:

The first bottom plate, the first edge plate, the first top plate, the second bottom plate, the second edge plate, and the second top plate And the installation position of the second support template is inspected and corrected.
The construction method according to any one of claims 1 to 3, wherein the step of loading further comprises:

And coating the first film material on the side of the first bottom plate, the first rigid foam plate and the first top plate near the inside of the cast bridge unit;

A second film material is disposed on a side of the second bottom plate, the second rigid foam plate, and the second top plate adjacent to the interior of the cast bridge unit.
A construction method for horizontally dividing a joint of a flexible pier, characterized in that it comprises:

Molding steps:

The first bottom plate and the second bottom plate are respectively installed on opposite sides of the bridge in the to-be-constructed area of the pier on the platform;

Installing a first rigid foam board and a first edge sealing plate along the bridge direction toward the outside of the to-be-constructed area on the first bottom plate;

Mounting a second rigid foam board and a second edge sealing board along the bridge direction toward the outside of the area to be constructed on the second bottom plate;

Installing a first top plate on the first rigid foam board and the first edge sealing plate;

Installing a second top plate on the second rigid foam board and the second edge sealing plate;

Mounting a support template along the outer peripheral contour of the area to be constructed and forming a cavity to be poured;

The first bottom plate, the first edge plate, and the first top plate are fixedly connected to the support template;

And fixing the second bottom plate, the second edge plate, and the second top plate to the support template;

Pouring and curing steps:

Carrying concrete into the cavity to be poured, and curing the poured concrete;

Demoulding step:

After the concrete curing is completed, the first bottom plate, the first edge plate, the first top plate, the second bottom plate, the second edge plate, and the a fixed connection of the second top plate to the support template;

And sequentially removing the first edge sealing plate and the second sealing plate, the first bottom plate and the second bottom plate, the first top plate, and the second top plate board;

The first rigid foam board and the second rigid foam board are removed.
The construction method according to claim 5, characterized in that:

The construction method further includes a processing step before the performing the molding step, and the processing step is:

The area to be constructed is cleaned, and the steel bars to be poured into the unit section of the pier are pre-buried on the area to be constructed.
The construction method according to claim 5, characterized in that:

The loading step further includes:

The first bottom plate, the first edge plate, the first top plate, the second bottom plate, the second edge plate, and the second top plate Checking and correcting the mounting position of the support template.
A construction method according to any one of claims 5 to 7, characterized in that:

The loading step further includes:

Forming a first film material on a side of the first bottom plate, the first rigid foam plate and the first top plate near the inside of the area to be constructed;

And coating a second film material on a side of the second bottom plate, the second rigid foam plate, and the second top plate near the inside of the area to be constructed.
The utility model relates to a horizontal piercing joint construction device for a flexible pier, which is characterized in that it comprises:

Combining the pumping plate, the combined pumping plate includes

Bottom plate

a rigid foam board located above the bottom plate and adjacent to the bottom plate, the first side of the rigid foam board being flush with the second side of the bottom plate;

An edge sealing plate, the edge sealing plate is located above the bottom plate and adjacent to the bottom plate, and the third side of the edge plate is adjacent to the fourth side of the rigid foam plate. The fourth side is opposite to the second side;

a top plate, the top plate is located above the rigid foam plate and the edge plate, and the top plate is adjacent to the rigid foam plate and the edge plate, respectively The fifth side of the top panel is flush with the first side.
The horizontal piercing joint construction device for a flexible pier according to claim 9, wherein:

The flexible pier horizontal splitting fracture construction apparatus further includes a film material wrapped around the first side, the second side, and the fifth side.