CN113530339B - Cast-in-place assembly structure for construction of building damping wall - Google Patents

Abstract

The invention discloses a cast-in-place assembly structure for building shock-absorbing walls, which is characterized by comprising guide bases pre-installed on the inner sides of columns on both sides of the wall, and a shock-absorbing wall unit pre-installed The guide grooves on the sides of both ends, the position of the guide groove corresponds to the position of the guide base and the guide base can be snapped into it, and the outer sides of the front end and the outer sides of the two sides of the guide base are provided with extending outwards into the post-cast connection cavity. A plurality of connecting steel bars are provided, and the shock-absorbing wall unit is also provided with a vertical post-pouring channel on the upper end surface corresponding to the position above the guide groove, which is connected with the post-pouring connection cavity; the cast-in-place assembly structure also includes a limit device. The invention has the advantages of simple and efficient on-site construction, the damping device does not occupy redundant space in the building, and the building has the advantages of good shock absorption and anti-swinging effect.

Description

A cast-in-place assembly structure for building shock-absorbing walls

This application is a divisional application of the patent "A Construction Method for Building Damping Walls" with application number 202011155733.4 and application date of 2020-10-26.

technical field

The invention relates to the technical field of building earthquake resistance, in particular to a cast-in-place assembly structure for building shock-absorbing walls.

Background technique

In the design and construction of buildings now, for high-rise or super-high-rise buildings, it is necessary to consider setting up shock absorption measures to enhance the building's wind resistance and earthquake resistance, and improve the safety factor.

CN201710523153.8 once disclosed a single pendulum type tuned mass damper structure and construction method suitable for high-rise and super high-rise buildings or structures, especially the cylindrical structure. The shock absorption structure includes a single pendulum type tuned mass damper The single pendulum type tuned mass damper is composed of 90mm high-strength steel cable, hollow steel structure sphere, oil pressure viscous damper and buffer steel ring. The system can not only deal with Earthquakes of different frequencies can also ensure that the natural frequency of the shock absorbing structure is close to the excellent period of the ground, so as to achieve the effect of shock absorption. However, the shock absorption device of this structure needs to install a large mass block on the top of the building, which occupies a multi-storey building space, and the installation is complicated, and the construction requirements are high and difficult.

The invention of CN201910117078.4 once disclosed a magnetorheological damping tuning damper for a super high-rise building, which mainly includes: a magnetic current tuning mass block, a lead-steel laminated damper, a rigid force transmission plate, a pre-embedded steel plate on the floor, and a control magnetic field. The magnetic current tuning mass block acts as a variable damping tuning mass damper, and its working principle is: the magnetic current tuning mass block is provided with a plurality of drag reduction sliders, Sliding in the magnetorheological fluid eliminates the vibration of super high-rise buildings caused by earthquakes or strong winds. The outside of the magnetic fluid tuning mass block is connected with a lead-steel laminated damper to reduce the impact pressure of the magnetorheological fluid on the structure itself. The damper It has the advantages of good structural stress performance, easy implementation, good stability, good shock absorption effect, and good safety. The magnetorheological system consumes less power, is small in size, and has obvious shock absorption effect. However, the damping device of this structure still has defects such as complicated structure, inconvenient construction, the effect of magnetorheological fluid depends on the action of electric magnetic field, and the stability is poor.

In order to solve the above problems, the applicant considers to install pendulum-type shock absorbing structures in the walls of the upper room in four directions, so that when the upper end of the building is swung by an external force, it can rely on a suspended mass block between its own weight and Under the action of damping, a force opposite to the swing direction of the upper end of the building is generated to partially offset the structural response caused by the excitation of external forces, so as to realize the shock absorption of the building.

However, if the pendulum-type shock absorbing structure can be conveniently and quickly installed inside the wall to facilitate on-site construction and improve construction efficiency, it has become a problem to be further considered and solved.

SUMMARY OF THE INVENTION

Aiming at the deficiencies of the above-mentioned prior art, the technical problem to be solved by the present invention is: how to provide a kind of utility model which is fast and efficient in construction, the obtained building wall can have good shock absorption and anti-swing effect, and does not occupy the redundant space of the building. Cast-in-place assembly structure for building shock-absorbing walls.

In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions:

A cast-in-place assembly structure for building shock-absorbing walls, the cast-in-place assembly structure includes guide bases pre-installed on the inner sides of columns on both sides of the wall. The assembly structure also includes guide grooves preset on the side surfaces of both ends of the shock-absorbing wall unit, the guide groove positions correspond to the positions of the guide bases and can be snapped into the guide bases, and the guide bases have a width smaller than the width of the wall and are located at the side widths of the columns. The middle position of the guide base in the horizontal direction, and the length of the outward bulge of the guide base in the horizontal direction is less than the depth of the guide groove, so that a post-pouring connection cavity is formed between each of the outer side surfaces of the front end and the outer sides of the two sides of the guide base and the guide groove, and the guide base The outer side of the front end and the outer sides of both sides are provided with a plurality of connecting steel bars extending outward into the post-pouring connection cavity, and the shock-absorbing wall unit is also provided with a vertical post-pouring channel on the upper end surface corresponding to the upper position of the guide groove. It is connected with the post-cast connection cavity; the cast-in-place assembly structure also includes a limit device, and the limit device includes a spring installation hole located on the upper end face of the guide base and vertically arranged, a coil spring is installed in the spring installation hole, and the coil spring installation hole orifice There is a limit ball with a diameter smaller than the diameter of the orifice. When the limit ball is not under pressure, the upper half of the limit ball is pushed out of the spring installation hole orifice by the coil spring, and the upper half of the limit ball is provided at the corresponding position on the top surface of the guide groove. Drop into the limit slot of the limit.

In this way, during assembly, the guide base is pre-installed and fixed on the inner sides of the columns on both sides of the wall (preferably, the guide base and the column are pre-cast and fixed as a whole), and then the prefabricated shock-absorbing wall unit is erected and horizontally Push it to the installation position so that the guide base fits into the guide grooves on both sides of the shock-absorbing wall unit. After the shock-absorbing wall unit is pushed in place, the limit balls on the upper end of the guide base roll and fall into the top surface of the guide groove. Positioning is achieved in the limit groove of the wall, and then the pouring formwork is supported on both sides of the guide groove, and the concrete is poured from the vertical post-pouring channel on the upper end face of the shock-absorbing wall unit and filled into the post-pouring connection cavity, waiting for curing and solidification. , to complete the assembly construction between the shock-absorbing wall unit and the columns on both sides of the wall. Therefore, it has the advantages of convenient and quick construction, stable and reliable connection between the shock-absorbing wall unit and the columns on both sides of the wall.

As an optimization, a plurality of guide bases are vertically arranged on the inner sides of the columns on both sides of the wall. Better connection reliability.

Further, a vertical installation cavity is formed inside the shock absorbing wall unit, a mass block is arranged in the middle of the lower end of the installation cavity, and a hanging rope is connected to the upper end of the mass block and is suspended in the installation cavity through the hanging rope. Spaces for the mass block to swing are reserved at both ends of the mass block along the length direction of the wall, and a damping member for providing a reverse force to the swing direction of the mass block is also included.

In this way, when the building is vibrated (swinged) by earthquake or wind, the mass block acts as a center to slow down the swinging effect of the upper end of the building. Specifically, when the building vibrates (swings), the mass block is reversed relative to the building. Vibration (swing), which offsets part of the building's vibration response and reduces the building's vibration amplitude. At the same time, the existence of the damping member and the mass block constitute a tuned mass damper, which relies on the interaction between the damping member and the mass block to dissipate and convert part of the vibration energy, which greatly improves the damping effect.

As an optimization, the installation cavity includes a sliding groove below and a flat groove connected above the sliding groove, the mass block is installed in the sliding groove, the hanging rope is located in the flat groove, and the width of the proof block is larger than the width of the flat groove .

In this way, the mass block is limited to slide in the sliding groove to avoid sliding out of the sliding groove, but when the wall is a prefabricated assembled wall, its transportation and assembly are more convenient.

As an optimization, the mass block is in the shape of a circular pie as a whole. It is convenient for production and manufacture, and it is beneficial to be limited by the sliding groove.

As an optimization, the mass block is made by filling lead inside the steel plate shell.

In this way, the weight can be better increased, the centering effect can be enhanced, the friction damping can be increased, the energy dissipation conversion efficiency can be improved, and the shock absorption effect can be improved.

As an optimization, the sliding groove is in an arc shape consistent with the swing path of the mass block.

This is more convenient for the mass block to slide in the sliding groove.

As an optimization, the suspending rope adopts a steel wire rope. Guaranteed to have sufficient strength.

As an optimization, the upper end of the installation cavity is provided with a support beam horizontally, and the upper end of the suspending rope is fixed on the lower surface of the support beam through an anchor bolt.

In this way, it is convenient to install and manufacture, and the support beam can better bear the weight of the mass block, so as to ensure the stability of the overall structure.

As an optimization, steel cages are arranged in the support beams. Better improve the strength of the support beam and ensure the support reliability.

As an optimization, the damping member includes a friction plate fixed on the inner walls of the sliding grooves on both sides of the mass block, the friction plate is made of elastic material, and the surface of the friction plate is a friction surface in contact with the mass block.

In this way, the friction plate made of elastic material can not only produce a damping effect when the mass block swings, but also can rub against the mass block to convert kinetic energy into internal energy and dissipate it. At the same time, the damping effect can be easily adjusted in size, so as to better realize the effect of the tuned mass damper.

As an optimization, the thickness of the friction plate gradually increases from the middle of the sliding groove to both sides.

In this way, the width of the space interval between the friction plates for the mass block to slide gradually decreases from the middle to the two sides, so that when the mass block swings in the sliding groove, the damping effect it receives can increase with the increase of the yaw angle. When the building is swayed by earthquake or wind, the larger the swing amplitude, the greater the damping effect of the mass block and the better the conversion effect of friction energy consumption between the mass block and the friction plate. Responsive to play the best tuned mass damper effect.

Further, the shock absorbing wall unit is obtained by co-fixing the left half wall body and the right half wall body which are symmetrically arranged as a whole, an installation cavity is formed on the butting surface of the left half wall body and the right half wall body, and the left half wall body is formed. The upper end face of the right half wall forms a support beam installation groove and is used to install the support beam. The middle of the bottom of the support beam installation groove is left with a hanging rope hole that connects downward to the installation cavity for the hanging rope to pass through. The left half wall and The right half wall is provided with a horizontal post-casting channel arranged horizontally through the circumferential direction near the edge, and the left half-wall and the right half-wall are relatively fixed by the concrete poured in the horizontal post-pouring channel.

In this way, the preparation of the shock-absorbing wall unit is facilitated, and the setting and installation of the internal shock-absorbing structure is facilitated. Specifically, the shock-absorbing wall unit can be prepared by the following steps: a. First, the left half wall and the right half wall are formed by separately supporting the formwork and pouring, and the left half wall and the right half wall are formed on the opposite surface of the left half wall and the right half wall. Installation cavity, the lower end of the installation cavity is formed with an arc-shaped sliding groove as a whole and the groove depth becomes larger. In the circumferential direction, there is a horizontal post-casting channel arranged horizontally through the edge; b. The friction plate is pasted and fixed in the sliding groove; c. The prefabricated mass block is placed in the sliding groove, and the hanging rope fixed on the mass block is pulled out. to the installation groove of the support beam; d Complete the alignment of the left half wall and the right half wall, and pour concrete in the horizontal post-pouring channel to achieve fixation; e keep the combined left half wall and right half wall vertical In this state, the reinforcement cage is bundled in the installation groove of the support beam, and the end of the suspending rope is fixed to the reinforcement cage to complete the pouring of the support beam. In this way, the shock-absorbing wall unit can be prefabricated easily, quickly and reliably.

To sum up, the present invention has the advantages of simple and efficient on-site construction, the shock absorbing device does not occupy redundant space in the building, and the building has good shock absorbing and anti-swing effects.

Description of drawings

FIG. 1 is a schematic structural diagram of a building shock absorbing wall structure obtained by construction in a specific embodiment of the present invention.

FIG. 2 is an A-A view in FIG. 1 .

FIG. 3 is a B-B view in FIG. 1 .

Detailed ways

The present invention will be further described in detail below in conjunction with specific embodiments.

Specific implementation: refer to Figure 1-3, a construction method for building a shock-absorbing wall. First, the shock-absorbing wall unit is prefabricated in the factory. The shock-absorbing wall unit is provided with a pendulum-type shock-absorbing structure, and then prefabricated The shock-absorbing wall unit is transported to the construction site and installed in the four-direction wall installation positions of the upper room of the building. fixed.

In this way, the shock-absorbing wall unit with a pendulum-type shock-absorbing structure is prefabricated in the factory. On-site construction only needs to complete the positioning and fixing between the shock-absorbing wall unit and the columns on both sides of the wall. Very convenient and efficient. After the construction is completed, the pendulum-type shock absorbing structures are installed in the walls of the upper room in four directions, so that when the upper end of the building is swayed by external forces, it can rely on a suspended mass block 1 to act on its own weight and damping. The lower part generates a force opposite to the swing direction of the upper end of the building to partially offset the structural response caused by the excitation of the external force, so as to realize the shock absorption of the building. In this way, the pendulum-type damping and shock absorbing structure is creatively set into the wall of the high-rise building, so that it will not occupy the redundant space of the building. At the same time, because the four walls are provided with pendulum-type damping and shock-absorbing structures, the building can swing in any direction to produce a good shock-absorbing effect, which improves the safety of the building.

The cast-in-place assembly structure includes guide bases 10 that are pre-installed on the inner sides of the columns on both sides of the wall. The guide bases 10 are in the shape of an outwardly convex rectangular body. The cast-in-place assembly structure also includes pre-installed shock-absorbing wall units. The guide grooves 11 on the sides of both ends, the position of the guide groove 11 corresponds to the position of the guide base and can be inserted into the guide base, the width of the guide base is smaller than the width of the wall and is located in the middle of the width direction of the side of the column, and the guide base is horizontal. The length of the upper outward bulge is less than the depth of the guide groove, so that the outer side of the front end and the outer sides of the two sides of the guide base are each formed with a post-pouring connection cavity 12 between the guide groove. Each is provided with a plurality of connecting steel bars 13 extending outward into the post-cast connection cavity, and the shock-absorbing wall unit is also provided with a vertical post-cast channel 14 on the upper end surface corresponding to the position above the guide groove to connect with the post-cast connection cavity 12. The cast-in-place assembly structure also includes a limiting device, the limiting device includes a spring mounting hole located on the upper end face of the guide base and vertically arranged, a coil spring 15 is installed in the spring mounting hole, and a diameter smaller than The limit ball 16 with the diameter of the hole, the upper half of the limit ball is pushed out of the spring installation hole by the coil spring when the limit ball is not under pressure, and the corresponding position on the top surface of the guide groove is provided for the upper half of the limit ball to fall into the limit limit slot.

In this way, during assembly, the guide base is pre-installed and fixed on the inner sides of the columns on both sides of the wall (preferably, the guide base and the column are cast-in-place and fixed as a whole), and then the prefabricated shock-absorbing wall unit is erected and pushed horizontally. After the shock-absorbing wall unit is pushed in place, the limit balls on the upper end of the guide base roll and fall into the guide grooves on the top surface of the guide groove. The positioning is realized in the limit groove, and then the pouring formwork is supported on both sides of the guide groove, and the concrete is poured from the vertical post-pouring channel on the upper end face of the shock-absorbing wall unit and filled into the post-pouring connection cavity. After curing and solidification, Complete the assembly construction between the shock-absorbing wall unit and the columns on both sides of the wall. Therefore, it has the advantages of convenient and quick construction, stable and reliable connection between the shock-absorbing wall unit and the columns on both sides of the wall.

Wherein, a plurality of guide bases are vertically arranged on the inner sides of the columns on both sides of the wall. Better connection reliability.

Wherein, a vertical installation cavity is formed inside the shock absorbing wall unit; 3, a mass block 1 is arranged in the middle of the lower end of the installation cavity 3; In the cavity, there are spaces for the mass block to swing at both ends of the mass block along the length direction of the wall in the installation cavity, and also includes a damping member for providing a reverse force to the swing direction of the mass block.

In this way, when the building is vibrated (swinged) by earthquake or wind, the mass block acts as a center to slow down the swinging effect of the upper end of the building. Specifically, when the building vibrates (swings), the mass block is reversed relative to the building. Vibration (swing), which offsets part of the building's vibration response and reduces the building's vibration amplitude. At the same time, the existence of the damping member and the mass block constitute a tuned mass damper, which relies on the interaction between the damping member and the mass block to dissipate and convert part of the vibration energy, which greatly improves the damping effect.

The installation cavity 3 includes a sliding groove below and a flat groove connected above the sliding groove, the mass block 1 is installed in the sliding groove, the suspending rope 4 is located in the flat groove, and the width of the mass block is larger than that of the flat surface. Slot width.

In this way, the mass block is limited to slide in the sliding groove to avoid sliding out of the sliding groove, but when the wall is a prefabricated assembled wall, its transportation and assembly are more convenient.

Wherein, the mass block 1 is in the shape of a circular pie as a whole. It is convenient for production and manufacture, and it is beneficial to be limited by the sliding groove.

Wherein, the mass block is prepared by filling the inside of the steel shell with lead.

In this way, the weight can be better increased, the centering effect can be enhanced, the friction damping can be increased, the energy dissipation conversion efficiency can be improved, and the shock absorption effect can be improved.

Wherein, the sliding groove is in an arc shape consistent with the swing path of the mass block 1 .

This is more convenient for the mass block to slide in the sliding groove.

Wherein, the hanging rope 4 is a steel wire rope. Guaranteed to have sufficient strength.

Wherein, the upper end of the installation cavity 3 is provided with a support beam 5 horizontally, and the upper end of the suspending rope 4 is fixed on the lower surface of the support beam 5 through anchor bolts.

In this way, it is convenient to install and manufacture, and the support beam can better bear the weight of the mass block, so as to ensure the stability of the overall structure.

Among them, a steel cage 6 is arranged in the support beam 5 . Better improve the strength of the support beam and ensure the support reliability.

The damping member includes friction plates fixed on the inner walls of the sliding grooves on both sides of the mass block. The friction plate is made of elastic material and constitutes the elastic material layer 2. The surface of the friction plate is the friction surface in contact with the mass block.

In this way, the friction plate made of elastic material can not only produce a damping effect when the mass block swings, but also can rub against the mass block to convert kinetic energy into internal energy and dissipate it. At the same time, the damping effect can be easily adjusted in size, so as to better realize the effect of the tuned mass damper.

Among them, the thickness of the friction plate gradually increases from the middle of the sliding groove to both sides.

In this way, the width of the space interval between the friction plates for the mass block to slide gradually decreases from the middle to the two sides, so that when the mass block swings in the sliding groove, the damping effect it receives can increase with the increase of the yaw angle. When the building is swayed by earthquake or wind, the larger the swing amplitude, the greater the damping effect of the mass block and the better the conversion effect of friction energy consumption between the mass block and the friction plate. Responsive to play the best tuned mass damper effect.

Wherein, the shock absorbing wall unit 7 is obtained by cooperating and fixing the left half wall body and the right half wall body which are symmetrically arranged as a whole. An installation cavity is formed on the butting surface of the left half wall body and the right half wall body. The upper end face of the right half wall forms a support beam installation groove and is used to install the support beam. The middle of the bottom of the support beam installation groove is left with a hanging rope hole that connects downward to the installation cavity for the hanging rope to pass through. The left half wall and The right half of the wall has a horizontal post-casting channel 9 arranged horizontally through the circumferential direction near the edge.

In this way, the preparation of the shock-absorbing wall unit is facilitated, and the setting and installation of the internal shock-absorbing structure is facilitated. Specifically, the shock-absorbing wall unit can be prepared by the following steps: a. First, the left half wall and the right half wall are formed by separately supporting the formwork and pouring, and the left half wall and the right half wall are formed on the opposite surface of the left half wall and the right half wall. Installation cavity, the lower end of the installation cavity is formed with an arc-shaped sliding groove as a whole and the groove depth becomes larger. In the circumferential direction, there is a horizontal post-casting channel arranged horizontally through the edge; b. The friction plate is pasted and fixed in the sliding groove; c. The prefabricated mass block is placed in the sliding groove, and the hanging rope fixed on the mass block is pulled out. to the installation groove of the support beam; d Complete the alignment of the left half wall and the right half wall, and pour concrete in the horizontal post-pouring channel to achieve fixation; e keep the combined left half wall and right half wall vertical In this state, the reinforcement cage is bundled in the installation groove of the support beam, and the end of the suspending rope is fixed to the reinforcement cage to complete the pouring of the support beam. In this way, the shock-absorbing wall unit can be prefabricated easily, quickly and reliably.

Claims (9)

1. A cast-in-place assembly structure for building shock absorption wall construction is characterized by comprising guide bases which are pre-installed on the inner side surfaces of upright posts on two sides of a wall body, wherein the guide bases are outwards protruded rectangular bodies, the cast-in-place assembly structure further comprises guide grooves which are pre-installed on the side surfaces of two ends of a shock absorption wall body unit, the positions of the guide grooves correspond to the positions of the guide bases and can clamp the guide bases into the guide grooves, the width of each guide base is smaller than the width of the wall body and is positioned in the middle of the width direction of the side surface of the upright post, the length of an outward bulge of each guide base in the horizontal direction is smaller than the depth of each guide groove, a rear-pouring connecting cavity is formed between each outer side surface of the front end of the guide base and each outer side surface of the two sides of the guide base and the guide grooves, and a plurality of connecting reinforcing steel bars which extend outwards into the rear-pouring connecting cavities are arranged on the outer side surfaces of the front end of the guide bases and the two sides of the guide bases, the upper end surface of the damping wall unit is provided with a vertical post-pouring pore channel corresponding to the upper position of the guide groove and connected with the post-pouring connecting cavity; the cast-in-place assembly structure further comprises a limiting device, the limiting device comprises a spring mounting hole which is positioned on the upper end surface of the guide base and is vertically arranged, a spiral spring is mounted in the spring mounting hole, a limiting ball with the diameter smaller than that of the hole opening is arranged at the hole opening of the spiral spring mounting hole, the upper half part of the limiting ball is ejected out of the hole opening of the spring mounting hole by the spiral spring when the limiting ball is not pressed, and a limiting groove for limiting the upper half part of the limiting ball to fall into is arranged at the corresponding position on the upper top surface of the guide groove;

the inside vertical installation cavity that forms of shock attenuation wall body unit, installation cavity lower extreme middle part position is provided with the quality piece, and the quality piece upper end is connected with the lifting rope and hangs through the lifting rope and establish in the installation cavity, lies in the quality piece and leaves the wobbling space of confession quality piece along wall body length direction's both ends in the installation cavity, still including being used for providing the damping component of counter-acting force to quality piece swing direction.

2. The cast-in-place assembling structure for constructing a shock-absorbing wall of claim 1, wherein a plurality of guide bases are vertically provided on the inner side surfaces of the columns on both sides of the wall.

3. The cast-in-place assembling structure for construction of shock absorbing wall of claim 1, wherein said installation cavity comprises a lower sliding groove and a planar groove engaged above the sliding groove, said mass is installed in the sliding groove, said hanging rope is located in the planar groove, and said width of the mass is greater than the width of the planar groove.

4. The cast-in-place assembly structure for construction of a shock absorbing wall body of claim 3, wherein the mass block is in a circular cake shape as a whole;

the mass block is made of a steel plate shell in which lead is poured.

5. The cast-in-place assembling structure for construction of shock absorbing wall according to claim 4, wherein said sliding groove has an arc shape in conformity with the swing path of the mass block;

the lifting rope is a steel wire rope.

6. The cast-in-place assembling structure for the construction of the shock absorbing wall body of the building as claimed in claim 3, wherein a supporting beam is horizontally arranged at the upper end of the installation cavity, and the upper end of the lifting rope is fixed at the lower surface of the supporting beam through an anchor bolt;

a steel reinforcement cage is arranged in the supporting beam.

7. The cast-in-place assembling structure for construction of a shock absorbing wall according to claim 3, wherein the damping member comprises friction plates fixed to inner walls of the sliding grooves at both sides of the mass block, the friction plates are made of an elastic material, and the surfaces of the friction plates are friction surfaces contacting with the mass block;

the thickness of the friction plate is gradually increased from the middle part of the sliding groove to two sides.

8. The cast-in-place assembling structure for the construction of the shock absorbing wall body of claim 3, wherein the shock absorbing wall body unit is obtained by oppositely fixing a left half wall body and a right half wall body which are integrally and symmetrically arranged, a mounting cavity is formed on the oppositely-combined surfaces of the left half wall body and the right half wall body, a supporting beam mounting groove is formed on the upper end surface of the oppositely-combined left half wall body and right half wall body and is used for mounting a supporting beam, a lifting rope hole which is downwards communicated with the mounting cavity is reserved in the middle of the bottom of the supporting beam mounting groove and is used for a lifting rope to pass through, a horizontal post-cast hole channel which is horizontally penetrated and arranged is arranged at the position close to the edge in the circumferential direction of the left half wall body and right half wall body, and the left half wall body and right half wall body are relatively fixed by virtue of concrete poured in the horizontal post-cast hole channel.

9. The cast-in-place assembly structure for constructing a shock absorbing wall of claim 8, wherein the shock absorbing wall unit is prepared by the following steps: a, independently supporting a formwork and pouring to form a left half wall body and a right half wall body, forming an installation cavity on the opposite surfaces of the left half wall body and the right half wall body, forming a sliding groove which is integrally arc-shaped and has a larger groove depth at the lower end of the installation cavity, forming a supporting beam installation groove at the upper end surface of the left half wall body and the right half wall body after the left half wall body and the right half wall body are combined, and forming a horizontal post-pouring pore channel which is horizontally arranged in a penetrating manner at the position, close to the edge, of the left half wall body and the right half wall body in the circumferential direction; b, sticking and fixing the friction plate in the sliding groove; c, placing the prefabricated mass block into the sliding groove, and pulling out a lifting rope fixed on the mass block to the supporting beam mounting groove; d, completing the involution of the left half wall body and the right half wall body, and pouring concrete in the horizontal post-pouring pore channel to realize fixation; e will close left half wall body and right half wall body after the involution and keep vertical state, bind the steel reinforcement cage in a supporting beam mounting groove, with the lifting rope end fixing to the steel reinforcement cage on, accomplish supporting beam's pouring.

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