WO2021253808A1 - Building technique for low-carbon society in high-technology era - Google Patents

Abstract

Disclosed is a building technique for a low-carbon society in a high-technology era, which technique is used for solving the building problems of a thermal insulation wall having a poor fireproof effect, multiple thermal bridges and poor durability, and it being difficult to construct a near-zero energy consumption building, and the problem of damage that is difficult to repair due to the use of a technique involving conquering rigidity with rigidity for realizing an earthquake-resistant, wind-resistant and side-movement-resistant building. The building technique of the present invention is to exploit the advantages of different materials and avoid the disadvantages thereof, such that a wall body structure is optimized, large gaps where all heat is lost in an outer wall and a roof are blocked, an energy-saving thermal insulation wall body is fireproof and safe and is thin in terms of thickness, and the durability of the energy-saving thermal insulation wall body is increased; a shock damping and absorbing material is used for building foundation energy dissipation and shock absorption, and a frame structure indoor partition wall and an externally hung wall body are provided with elastomer materials, so that an earthquake-resistant and wind-resistant effect is realized on the basis of conquering rigidity with softness; and the present invention is a building technique that unifies an energy-saving building technique with an earthquake-resistant and wind-resistant building technique, is a building technique optimized for each component of a building from the foundation to the wall body to the roof, and enables the building industry to play an important role in countering global climate change.

Description

A construction technology for a low-carbon society in the high-tech era Technical field

The invention relates to a high-tech era low-carbon society building technology, in particular, it can promote the construction of near-zero energy buildings and zero-energy buildings, reduce carbon emissions in building construction and long-term use, and ensure that buildings are earthquake-resistant Wind safety, construction technology to reduce earthquake damage. It is a building technology that unifies building energy-saving technology and anti-seismic and wind-resistant technology.

Background technique

The current construction technology does not meet the requirements of a low-carbon society in the high-tech era, such as:

1. Poor fire prevention and durability. In China and other countries in the world, fire accidents involving thin-plastered thermal insulation walls have occurred from time to time, threatening people's lives and property. The standard test conditions are carried out indoors or under breeze conditions with a wind force of no more than three levels. In strong winds, especially the higher the building, the greater the wind. Once a fire is caught, it is difficult to prevent the fire from spreading. A large number of thin plastered thermal insulation walls are not safe to fire. In addition, the common quality problems of cracking and water ingress of thin plastered walls often occur, and the maintenance of high-rise buildings faces a serious burden, and other energy-saving walls have a worse thermal and energy-saving insulation effect.

The energy situation in China and the world is grim, and the environmental situation is grim. It has no choice but to use a large number of thin plaster thermal insulation walls. How much life and property losses have been paid for this!

2. There are many thermal bridges. Thermal bridges are channels for heat loss. Insulation materials with low thermal conductivity cannot eliminate thermal bridges. Such as window thermal bridge, even if the outer wall insulation layer is infinitely thick, the wall insulation layer around the window can only be about 20mm thick, and the heat will be lost from the wall surrounding the window. External wall attachment thermal bridge, curtain wall decorative steel keel thermal bridge, air conditioner concrete pallet thermal bridge, etc. It is said that the passive houses that have been built in China cannot meet the expected energy-saving targets. This is normal. Who can calculate the heat consumption increased by the above-mentioned thermal bridges? These thermal bridges are like a refrigerator with holes, no matter how thick the refrigerator insulation layer is, it is not good to save energy and keep warm. The increased energy consumption of thermal bridges often exceeds the energy consumption limit specified in the "Near Zero Energy Building Technical Standard" GB/T51350. Because there are a large number of thermal bridges, the insulation layer is thick, the outer wall occupies a lot of land and wastes land, and the cost is high. To build a 90% energy-saving passive house, ordinary EPS panels need to be 400mm thick. Use Harbin Hongsheng’s 800 yuan/m ³ EPS The board needs to be 300mm thick, and long-distance transportation also consumes energy. Thermal bridges make it difficult to promote near-zero energy consumption buildings, especially the thermal bridges of the steel keel for curtain wall decoration! It is very difficult for public buildings to construct energy-saving buildings of 65%, which is a big problem for building energy-saving. There is no bonding between the materials of each layer of the roof, the waterproof durability of the roof is not good, and the roof leaks do not know where the leak is. If the roof leaks, the whole roof needs to be reworked, which is a great waste; the roof structures such as parapets and pillars are all Must pass through the insulation layer to become a large thermal bridge. In addition, because the construction of a near-zero energy consumption building requires thermal insulation for individual households, there is currently no internal partition wall technology that effectively limits the thermal insulation of the households. The thickness of the floor insulation layer has to be increased, which leads to an increase in building height, cost, and number of floors. , Increase carbon emissions and waste land. The current fabricated sandwich concrete shear wall and the sandwich wall panel installed by the frame structure. The inner and outer leaf concrete and the middle insulation layer are connected by fiber-reinforced tie-pieces. Although the tie-pieces have high strength, the diameter Small, poor bending rigidity, so the thickness of the middle insulation layer should not be greater than 100mm. If the outer leaf concrete sinks more than the allowable value if the thickness is too thick, the thickness of the insulation layer is too thin to meet the requirements of building low-energy-consumption buildings. At present, the prefabricated processing components of prefabricated buildings are promoted to use steel or aluminum side template strips. The cost is too high. The connection with screws to the platform also destroys the steel platform, increases the cost of prefabricated components, and affects the promotion of construction industrialization.

The above are all technical obstacles to the construction of 90% energy-saving near-zero energy buildings and zero-energy buildings, and to promote the industrialization of buildings. They are also the fundamental reasons why it is difficult to solve some common problems of building quality. Although some local governments in Europe and China have used high funds to encourage the construction of 90% energy-saving passive energy-saving houses, which has certain positive effects, it is impossible to fully promote the construction of 90% energy-saving and thermal insulation without overcoming obstacles. For energy-consuming buildings, using a large amount of funds to encourage the construction of passive energy-saving houses cannot solve the fundamental problem and increase the government's financial burden.

Anti-seismic and anti-vibration of buildings, anti-seismic and wind-resistance and anti-side movement of high-rise buildings are important issues of architecture. Nowadays, the technique of increasing the column section or adopting the shear wall structure to overcome the rigid square is adopted. The plastic deformation of the main structure is used to resist the horizontal displacement of the building and consume seismic energy. The degree of structural damage is difficult to control. The load-bearing component is damaged in the earthquake. Even the house collapses, the plastic deformation of the main structure is difficult to repair, and the consumption of steel and cement is high.

At present, the biggest problem facing mankind is to deal with global climate change. The above-mentioned problems in the construction industry directly affect the control of global climate change. The current construction technology does not meet the requirements of a low-carbon society in the high-tech era.

Summary of the invention

The purpose of the present invention is to provide a building technology for a low-carbon society in the high-tech era, to overcome the technical obstacles to the construction of near-zero energy buildings and zero-energy buildings as described in the background technology, and to avoid or greatly reduce the impact of buildings in earthquakes or strong winds. Destroy every time and deal with global climate change.

One of the construction technologies of a low-carbon society in the high-tech era is an energy-saving insulation wall fire protection technology. The organic insulation layer is installed on the base wall or inner leaf concrete, and then the non-combustible insulation material is pasted and installed on the organic insulation. On the layer, an external thermal insulation wall with organic thermal insulation layer combined with non-combustible thermal insulation materials to meet fire protection requirements is formed.

The second of the construction technology of a low-carbon society in the high-tech era is to apply adhesive on the exterior wall of the EPS board to plaster the fireproof and energy-saving insulation wall with cement mortar, or apply adhesive on the insulation layer of the concrete roof panel Energy-saving and thermal insulation roofing of cast-in-place concrete protection layer; paint waterproof sealing material between the upper gaps of the roof EPS board to make the EPS board a waterproof layer, install the embedded steel plate on the roof concrete protection layer and anchor it with the concrete, in the embedded The roof structure is installed on the steel plate with thermal insulation broken bridges.

The third of the construction technology of a low-carbon society in the high-tech era is a construction technology that uses low-strength and cheap materials as the side formwork to produce and process prefabricated components. Prefabricated edge template strips for the ring edges, instead of steel or aluminum plate edge template strips.

The fourth construction technology of a low-carbon society in the high-tech era is a prefabricated concrete sandwich panel, a prefabricated sandwich outer wall of a frame structure installed with prefabricated concrete sandwich panels, installation of indoor partition heating partition walls, or Construction technology for installing prefabricated sandwich roof panels; the prefabricated concrete sandwich panels include inner leaf concrete, thermal insulation layer, outer leaf concrete of the outer wall, or outer leaf concrete of the roof; the inner leaf concrete, the outer leaf of the outer wall The concrete and the outer leaf concrete of the roof are prefabricated autoclaved aerated concrete slabs, or the outer leaf concrete of the roof is cast-in-place concrete, or the two sides of the indoor separation heating partition wall are prefabricated autoclaved aerated concrete slabs or gypsum concrete slabs; The insulation layer is an EPS board, or the insulation layer used to install the indoor partition heating partition wall can be EPS board, or rigid foam insulation board; the two sides of the insulation layer concrete and the insulation layer are bonded and connected with an adhesive to form a prefabricated light Quality concrete sandwich panel.

The fifth construction technology of a low-carbon society in the high-tech era is a construction technology of prefabricated autoclaved aerated concrete semi-finished thermal insulation board; the prefabricated autoclaved aerated concrete semi-finished thermal insulation board is used as a template at the construction site, and is cast in place The inner leaf concrete is bonded and compositely installed as a semi-assembled sandwich concrete wall; the insulation layer is an EPS board, and the EPS board is bonded with the outer leaf concrete of the autoclaved aerated concrete board by brushing or scraping the adhesive to form a prefabricated Autoclaved aerated concrete semi-finished insulation board.

The sixth construction technology of a low-carbon society in the high-tech era is to replace the current cement polymer mortar thin plastering protective layer of the EPS board with high-strength durable fiber cloth, and to increase the durability of the external insulation wall; The high-strength durable fiber cloth is basalt fiber cloth, referred to as BFRP cloth; the insulation layer is an EPS board. The BFRP cloth is pasted on the EPS board with an adhesive, and is also pasted on the non-combustible insulation material on the side of the door window and on the side of the door window. On the base wall or inner leaf concrete.

The seventh of the construction technology of a low-carbon society in the high-tech era is to install non-combustible thermal insulation materials on the external walls, replace the current thin plastering protective layer of cement polymer mortar with high-strength durable fiber cloth, and install external wall attachments for thermal insulation and broken bridges. And increase the durability of the external insulation wall construction technology; the high-strength durable fiber cloth is basalt fiber cloth, referred to as BFRP cloth; install the non-combustible insulation material on the base wall; use the adhesive to connect the L-shaped embedded steel plate and the rest of the external wall The pre-embedded steel plate installed in the position is bonded with the non-combustible insulation material; the BFRP cloth is pasted on the surface of the non-combustible insulation material with an adhesive, and it is also pasted to the side of the door window to paste the non-combustible insulation material, and also to the inner base wall.

The eighth of the construction technology of a low-carbon society in the high-tech era is the use of shock-absorbing and shock-absorbing materials in the energy-dissipation and shock-absorbing structure of building foundations. The shock-absorbing and shock-absorbing materials are elastic materials; Vibration-absorbing and shock-absorbing materials are installed between the foundations.

The ninth construction technology of a low-carbon society in the high-tech era is a construction technology that installs the frame structure of the indoor partition wall as a damping wall; it is reserved between the wall of the indoor partition wall and the beams and columns of the main structure of the building A certain width of the gap, install elastomer material in the gap, the elastomer material glues and connects the wall of the indoor partition wall and the main structure of the building, the elastomer material is the damping of the indoor partition wall, and the indoor partition wall of the frame structure becomes the damping wall .

The tenth construction technology of a low-carbon society in the high-tech era is a construction technology that installs prefabricated wall panels externally on the frame structure, and installs elastomer materials as damping between the installed external wall panels and the beams and columns of the frame structure; The external wall panels are installed on the outside of the frame beams and columns, and there is a gap of a certain width between the external wall panels and the frame beams; the frame beams are installed with steel parts to hang the external wall panels to form a hanging point, and the frame beams are also installed with steel support The external wall panel on the first floor forms a limit point; the screw rods installed at the hanging point and the inserted steel parts in the limit point are allowed to move horizontally and vertically within a certain range; the external wall panels and frame beams are suspended Elastomer materials are injected locally at the hanging points and limit points, and at the appropriate positions in the gaps between the external wall panels and the frame beams and columns. The elastomer material bonds the external wall panels to the outside of the main structure of the building. The elastomer material is external wall panels. The damping can reduce the horizontal displacement of the main structure of the building under the action of wind load and earthquake.

The eleventh one of the construction technology of a low-carbon society in the high-tech era is a construction technology that installs anti-side movement diagonal braces on the wall insulation layer to connect with the main structure of the building to resist the horizontal displacement of the building. The insulation layer It is an EPS board. The EPS board is located between the inner-leaf concrete and the outer-leaf concrete, or the EPS board is located between the inner-leaf concrete or the base layer wall and the protective layer of non-combustible materials. The anti-side movement diagonal brace is installed in the inner groove of the EPS board. ; Or stick the anti-side movement diagonal brace and install it in the two grooves of the EPS board, and anchor the two ends of the anti-side movement diagonal brace with the main structure of the building.

A high-tech era of low-carbon society construction technology 12, use adhesive to paste BFPR cloth along the building's circumference, and also paste the BFPR cloth to the side of the window wall until it is wound and bound on the inside of the window wall, or it is still indoors and outdoors. The corners of the windows are pasted with BFPR cloth along the 45-degree direction, making the brittle wall that has no ability to resist earthquakes and strong winds to become a wall with the ability to resist earthquakes and strong winds.

The thirteenth construction technology of a low-carbon society in the high-tech era is to paste embedded steel plates or anti-side displacement braces or other steel materials to EPS boards or paste to other insulation layers in energy-saving insulation wall or roof projects. , Or/and paste the EPS board or other insulation board with the base layer, the selected adhesive is epoxy resin adhesive or other non-water-soluble adhesive.

One of the fourteenth of the construction technology of a low-carbon society in the high-tech era is to install prefabricated light-weight upper window sills on various outdoor window sills on various walls, and can be used for greening of the windowsill. The EPS board is wrapped and pasted with basalt fiber. The EPS board pasted with BFRP cloth is used as the prefabricated window sill. The prefabricated EPS window sill is fixed to the embedded steel plate on the outer corner of the window with anchor bolts, and glue is applied to fix it. It is also possible to plant flowers and vegetables on the window sill for greening.

Technical effects of the present invention:

1. The energy-saving insulation wall technology of the present invention can completely eliminate the hidden dangers of unsafe fire protection of the energy-saving insulation wall, which is of great significance. Why is the thin plastered thermal insulation wall not good for fire protection, but the technical standards for the thin plastered thermal insulation wall are still being implemented? It is believed that the EPS board has low strength and cannot bear the weight of the plastering layer, the weight of the outer leaf concrete, and the weight of the external wall attachments. The tensile strength of the EPS board is not less than 0.1MPa, 0.1MPa=1kg/cm ² ＝10t/m ² , but the elastic modulus of the EPS board is small and flexible, and the force must be uniform, and no local stress concentration can occur. As long as the type of adhesive is selected appropriately and the quality is qualified, concrete, cement mortar or steel plate can be firmly bonded to the EPS board, with good durability, low cost, convenient construction, and safe and reliable installation of external wall attachments. The construction technology of the present invention not only solves the problems of fire safety and poor durability of energy-saving insulation walls, but also eliminates thermal bridges on external walls and roofs, reduces the thickness of the insulation layer, saves land, and reduces cost. It can also be installed on external walls. Vertical greening turns the city into a forest; and the indoor partition wall and external wall of the frame structure can also be the damping wall of the building at the same time, playing the role of shock absorption and shock absorption. This is the construction technology required by the low-carbon society in the high-tech era.

2. It can comprehensively promote near-zero energy consumption buildings and zero-energy buildings, so that the construction industry can play an important role in responding to global climate change.

The energy-saving technology of the building exterior wall and roof of the present invention is combined with low heat transfer coefficient windows, and the building envelope meets the 90% requirement of building energy saving, which can make the investment of building a zero-energy building using clean energy save 50%～65% % Building ratio reduces clean energy investment by 50% to 80%, and it is easy to construct a zero-energy building. Compared with the existing passive house: 1) It can reduce the thickness of the insulation layer by 60% to 70%, and increase the indoor use area; 2) The external wall insulation project reduces the cost by 250-300 yuan/m ² , and does not increase the floor separation Heating does not increase the cost of building floor height reduction, and can reduce the building cost by about 500 yuan/m ^{2 or more than the passive energy-saving houses that have been built, and only increase the cost by 100-150 yuan/m 2} compared with the energy-saving houses of 65%; 3) The durability of energy-saving insulation walls can be increased from 25 years to no less than 50 years. From the perspective of sustainable development, the analysis is to reduce the construction cost.

Assuming that China’s building energy efficiency increases from the current 50%-65% energy saving to 90% energy saving (including the energy-saving renovation of existing buildings), China’s building energy consumption will be reduced from 30% to 15% of the total social energy consumption; if most buildings (including The energy-saving renovation of existing buildings will be constructed as a zero-energy building (using clean energy for heating and cooling), the energy consumption of the building will be reduced to 5% to 10%, and efforts will be made towards the goal of building energy consumption instead of rising, but not including building materials Production and manufacturing energy consumption, that is, reducing the total energy consumption of society by about 20%, and the inestimable vertical greening of external walls, the construction industry will play an important role in controlling global climate change.

The applicant of this patent also filed a patent application number 2019110492857, the title of the invention "a kind of window installation structure" patent, which has been published. The patent content is to cancel the installation of fixed fan window frame profiles to eliminate the fixed fan window frame thermal bridge, and open the fan and the fixed fan Install foamed sponge in the gap between them, and use foamed sponge to replace the current window installation technology of air cavity with air convection between EPDM strips; reduce the heat transfer of the window profile, and replace the multi-cavity with air convection The window profile becomes the static air filled with foaming material in the window profile. The window section diagrams in the attached figure all show that there is foaming material in the window profile. There are already such door and window profiles, and the heat transfer coefficient of the window can easily reach 0.8w/ m ² ·k～1.0w/m ² ·k, to solve the current problem of high heat transfer coefficient of windows and construction of near zero energy buildings and zero energy buildings.

3. The present invention proposes that the light-weight concrete sandwich wall bonded layer by layer with the external hanging installation of the frame structure has the following meanings:

Lightweight concrete includes lightweight aggregate concrete, autoclaved aerated concrete slabs, gypsum concrete slabs and foamed concrete, which are applied to walls in different locations according to the strength requirements, weathering resistance, freeze-thaw resistance and other usage conditions.

1) The best fire protection, meeting the fire protection requirements of various buildings. Lightweight concrete has a small thermal conductivity and large thermal resistance. It is difficult for the flame to destroy the lightweight concrete when a fire occurs. It can protect the internal EPS board from shrinking due to heat for a long time, and the loss is small.

2) High bending resistance, high bending rigidity, greatly saving steel and cement, and reducing carbon emissions during construction.

The tensile strength of EPS board is similar to the shear resistance of load-bearing masonry. In the layer-by-layer bonded external sandwich concrete wall panel or sandwich concrete roof panel, the EPS board not only plays a role in thermal insulation, but also greatly increases the cross-section Bending stiffness and bending height. The calculation result according to the theory of material mechanics is: when the low-grade LC15 lightweight aggregate concrete sandwich wall is 250mm thick, the middle is 150mm thick EPS slabs bonded to each other, and the flexural rigidity of the sandwich wall is about twice or more than that of ordinary concrete floor slabs. The bending height is also increased by about 1 times, but the combined value of wind load and seismic action is only the floor load (1/4～1/2). The low-grade inner and outer leaf concrete can meet the bending compressive bearing capacity of the outer wall Design requirements, and reduce bending deformation due to large rigidity, because of the high bending height, the amount of reinforcement is small, which reduces the consumption of steel. In buildings with high storeys and large horizontal load values, the thickness of the lightweight concrete sandwich wall is controlled by the structural design, and naturally meets the energy-saving and thermal insulation requirements of the exterior wall of a near-zero energy building.

3) Good safety, the outer wall will not be damaged during an earthquake or strong wind. The external wall panels of lightweight concrete are light in weight, and the earthquake action is proportional to the weight. Even if the load combination of the external wall according to the rare earthquake is far less than the combined value of the wind load, it can ensure the safety of the external wall during an earthquake or strong wind.

4) The thickness of the wall is the thinnest, which saves land and can eliminate various thermal bridges. It is ^{matched with windows with a heat transfer coefficient of 0.8w/m 2} ·k～1.0w/m ² ·k, and a lightweight concrete sandwich wall is installed externally. With a body thickness of 250mm～300mm, it can meet the energy-saving and thermal insulation requirements of the outer wall of a near-zero energy building, save land, have a large indoor use area, simple structure, simple installation, and light weight.

5) Solid waste can be consumed, and ceramsite can be used for light aggregate. There are many kinds of ceramsite raw materials. In addition to shale and clay, domestic garbage, sludge, river bottom mud, and fly ash can also be used as raw materials to produce ceramsite, reducing environmental pollution and reducing the consumption of sand and stone.

6) Compared with the prefabricated concrete shear wall sandwich wall, it greatly reduces the amount of concrete and the amount of sand and gravel mining.

Shear wall sandwich wall thickness = inner leaf concrete thickness of about 0.25m + outer leaf concrete thickness of 0.05m = 0.3m, shear wall concrete strength is high, steel, cement, sand and gravel consumption are high, carbon emissions during the construction phase are high, and the EPS board cannot be used The mechanical performance is wasteful, high cost, thick and heavy external wall, and large area, and the wall damage caused by earthquake cannot be repaired; and the design code stipulates that the shear wall of prefabricated installation is better than that of cast-in-place shear wall. The allowable construction height is reduced by 10m, that is, approximately 3 floors are reduced, which is a waste of land. Therefore, the present invention does not recommend the selection of a shear wall structure. For the non-load-bearing lightweight concrete sandwich wall with the frame structure installed layer by layer, the total thickness of the inner and outer leaf concrete is 0.1m to meet the fire resistance limit and bending compressive force requirements, and the cross-sectional area of the concrete column is approximately equivalent to that of the outer wall. The total thickness of concrete is 0.2m. Compared with the shear wall, the amount of external wall concrete is reduced by about 1/3. The light aggregate ceramsite used for the external wall can consume solid waste. Compared with the concrete sandwich shear wall, it reduces sand and stone mining. The amount is about 25-30%, reducing the consumption of reinforced cement, sand and gravel, protecting natural resources, and reducing carbon emissions during construction.

4. The construction technology of the eighth to tenth embodiments is a soft energy dissipation and shock absorption construction technology, and its significance is:

Make the building change from the current seismic technology based on rigidity and rigidity to the seismic technology based on flexibility and rigidity. Especially the frame structure will not be damaged even in the rare case of earthquakes, tornadoes, and hurricanes. The main structure of the building may not be damaged or damaged. Slight damage is easy to repair, greatly reducing the cost of the main structure of the building, simple installation, low cost, wide application, reducing demolition, reconstruction and maintenance, reducing construction waste, and reducing carbon emissions.

2) The indoor sandwich thermal insulation partition damping wall of the ninth embodiment not only has a damping effect, but also solves the problem of heating and insulation requirements for households in a near zero energy building, and alleviates the problem of increasing the building height for floor insulation. The construction of a building with near zero energy consumption does not increase the height of the building due to thermal insulation requirements, which reduces the cost and saves land. The various external wall bodies of the tenth embodiment have a damping effect, and the cooperation with the damping wall of the indoor partition wall can effectively reduce the displacement of the building, especially the high-rise building, under the action of horizontal load, and the installation is simple.

3) The eighth embodiment is to install elastomer materials between the foundation and the foundation. When an earthquake occurs, the impact of the seismic action on the superstructure will be greatly reduced from the bottom of the building. Buildings in areas with high seismic intensity can be considered; non-seismic fortified areas or earthquake-resistant For buildings in areas with lower fortifications, if the combined value of wind load is large, it is recommended to mainly adopt the soft-relief technology of implementation modes 9 and 10 to reduce the side shift of the building; if it is located in an area with high seismic intensity, it also has a large combined value of wind load For architecture, it is recommended that implementation modes eight to ten be applied together.

4. The reason why the present invention proposes a variety of energy-saving insulation wall and roof technologies, and also proposes different energy dissipation and vibration reduction construction technologies, is to compare different building technologies for engineering selection and application. It is considered that the designed wall has all-round advantages, and it is also conducive to building energy dissipation and shock absorption. The present invention recommends:

1) It is recommended that the new construction is designed as a frame structure or a frame-core tube structure. The indoor partition wall or household partition wall is installed as a damping wall. The external wall is installed with a lightweight concrete sandwich wall with the aforementioned comprehensive advantages to eliminate all kinds of heat. Bridge construction is near zero energy consumption building. This not only guarantees the safety of the main structure of the building and the outer wall against earthquakes and wind, but also makes it easy to construct near-zero energy buildings and zero-energy buildings. The wall thickness is thin, land saving, fire safety, and durability are good, and the cost of the main structure of the building is reduced. Significantly reduce the consumption of steel, cement, sand and gravel, reduce carbon emissions during the construction phase, and bid farewell to outdated construction and installation methods, comprehensively promote the industrialization of construction, and upgrade the construction industry.

According to the building use function, building scale, plane and space layout, earthquake intensity, horizontal wind pressure, determine which of the eight to ten implementation methods to reduce the vibration and reduce the horizontal displacement of the building technology, or not consider the seismic resistance of the building The wind only meets the requirements of building energy saving for fixed installation of external wall panels; this recommendation is adopted for existing frame structures that can be removed from the original masonry wall. For example, the damping partition wall and the damping external wall panel of the implementation modes 9 and 10 are used for the wall on the larger side of the calculated building displacement. The external wall panel can be fixedly installed, and the installation method of the fixed external wall panel is: after finding the verticality of the outer wall of the building, you can use the nail-type plastic anchor to install the external wall panel and the beam column or beam column Level the steel parts to fix, and use structural glue or cement polymer mortar to paste the external wall panels and beams and columns. You can also paste the EPS board at the larger gap between the external wall panels outside the beams and columns and the beams and columns to fill the gaps. Fireproof materials should be installed around the board to meet the fireproof requirements.

2) The present invention does not recommend the use of the eleventh embodiment for the installation of anti-side movement diagonal bracing and the rigid building anti-side movement technology for frame structure buildings. The installation of anti-side movement diagonal bracing technology is suitable for existing load-bearing wall buildings. Reinforce and carry out building energy-saving renovation at the same time.

3) It is recommended that the load-bearing wall energy-saving renovation projects of existing buildings adopt the construction of implementation mode 1. Vertical wire rock wool boards of different thicknesses are selected to meet the requirements of different fire resistance levels, simple installation, and arbitrary decoration. In the process of installing EPS boards, non-combustible insulation materials should be installed in time, so that the chance of EPS board fires during the construction process is almost zero.

It is recommended to adopt implementation mode 2 for buildings in areas where it is not convenient to buy vertical silk rock wool boards. Once a fire occurs, although the EPS board will shrink quickly when exposed to heat, the external cement mortar protective layer is wrapped by the BFRP cloth and cannot fall off. The EPS board is difficult to contact with the open flame and the fire is difficult to spread . After the disaster, drill holes are drilled through the protective layer of cement mortar, and polyurethane foam is injected into the insulation. The polyurethane foam can be bonded to the EPS board and the cement mortar layer, and the repair is simple.

4) It is recommended to use the precast concrete sandwich roof panel of the third embodiment or the prefabricated autoclaved concrete sandwich roof panel of the fourth embodiment for the roof of the newly built project, and install it into a prefabricated roof integrating load-bearing insulation and waterproofing, with good durability. Advancing the process of building industrialization, the roofs of existing buildings are installed with the structure of the second embodiment, which is waterproof and durable.

5. When the frame structure adopts the wall technology of the present invention, the finite element software is used to analyze the internal force of the wall

Finite element software is a basic industrial software. It has been born for many years. The finite element software can analyze the internal forces of various parts of the building, and then reinforce the reinforcement according to the mechanics and concrete structure theory. As mentioned above, the inner and outer leaves are light-weight concrete external wall panels. When the exterior wall will not be destroyed. But now the construction industry does not require the use of finite element software to analyze the internal force of the block-filled wall of the frame structure, because in areas with high wind or seismic intensity, the block-filled wall cannot meet the data requirements calculated by the calculation software. The root cause of non-load-bearing wall damage during earthquakes and strong winds. For example, using finite element software to analyze the internal force of a non-load-bearing wall of a project, under the action of wind load, the bending moment of the side wall of the window wall is 5-6 times that of the wall without opening, and the shear force at the corner of the window wall is the wall without opening. The body shear force is more than 10 times or even more than 30 times.

6. Pasting BFRP cloth on the sides of exterior walls and windows of the present invention has the following functions:

1) The thermal conductivity of BFRP cloth is 0.035～0.04w/m·k. Installing BFRP cloth around doors and windows does not increase heat transfer. Installing BFRP cloth eliminates the thermal bridges of the walls around the doors and windows, and eliminates the thermal bridges of the sunshade and roller shutters. The anti-theft fence thermal bridge and the elimination of the external air conditioner pallet thermal bridge are one of the necessary conditions for promoting the construction of near-zero energy consumption buildings. Without installing BFRP cloth, you cannot move the window away from the base wall and install it near the outer corner of the window about 50mm. The thermal resistance of the outdoor cold spot from the wall surrounding the window cannot be less than the thermal resistance of the main wall, and the surrounding window wall cannot be eliminated. The thermal bridge cannot eliminate the thermal bridge of other external wall attachments around the installation window. 2) BFRP cloth has a very high tensile strength, steel is ten times to ten times, for example, a factory to provide general BFRP cloth surface density 300g / m ^2, and converted into data according to the seizure per meter report data, warp and weft The minimum tensile strength standard value is 7.2t/m, considering the safety factor of 2, the tensile strength design value is 3.6t/m. Choose BFRP cloth that meets the strength requirements or increase the number of layers of BFRP cloth. The horizontal fiber of the BFRP cloth pasted on the side of the door and window is the horizontal drawbar of the door and window, that is, the shear-resistant steel hoops, which can ensure that the L-shaped embedded steel plate installed at the outer corner of the door and window is anchored to the installed windows, sunshade shutters, and anti-theft fence It can also prevent the non-load-bearing wall from tearing (shearing) the wall at the corner of the window under the action of the wind; the BFRP cloth is still a steel hoop along the building's circumference, which can increase the swing of the outer wall during an earthquake or strong wind The outer wall is safe (high-rise buildings swing particularly prominent), and the outer wall is more resistant to earthquake disasters. For example, in areas where tornadoes, hurricanes, and typhoons often occur, as long as the pillars and foundations of the main structure are firmly anchored to the foundation, the wooden wall is difficult to damage. 3) BFRP cloth is a green fiber with low price, which can greatly improve the durability of exterior walls. Paste non-combustible thermal insulation material on the EPS board of the external wall insulation layer, and paste BFRP cloth on the non-combustible thermal insulation material to protect the non-combustible thermal insulation material, and the adhesive is a waterproof material, which increases the service life of non-combustible thermal insulation materials and completely solves the common quality problems of external wall cracking and ingress of water; BFRP cloth is matched with other materials that have a durability life of no less than 50 years. The durability of energy-saving insulation walls can be increased from 25 years to no less than 50 years. The amount of maintenance is small, and it is in line with the principle of sustainable development throughout the life of the building. 4) Pasting BFRP cloth on the external wall can increase the safety of installing external wall attachments, and it is easy to vertically green the external wall. The vertical greening of the external wall does not require a steel frame along the building circumference, and there is no complicated problem of steel frame anti-corrosion maintenance, and it is not occupied. Land, reducing the difficulty of vertical greening of external walls. The vertical greening of the outer wall turns the city into a forest, alleviating the summer heat island effect, reducing haze, adjusting the urban humidity, producing oxygen, improving air quality, silencing and isolating dust, improving the appearance of the city, reducing electricity consumption for air conditioning in summer, and controlling the vertical greening of the outer wall The impact of global climate change is incalculable. 5) The installation of BFRP cloth can solve the problem of poor sealing and heat preservation of the prefabricated wall panels of the fabricated wall, and eliminate the thermal bridge of the joints. 6) There are pre-embedded steel plates in the BFRP cloth, and there is no need to install the auxiliary frame when installing the window, which can eliminate the thermal bridge of the auxiliary frame of the window, and greatly reduce the construction cost of the window, which has a great effect.

7. The present invention solves the adhesive problem that plagues the construction industry, can ensure the reliable bonding of the embedded steel plate and the EPS board, can ensure the reliable bonding and installation of the thermal insulation layer, and can ensure the reliable bonding of the energy-saving thermal insulation wall and the roof.

In summary, a high-tech and low-carbon society building technology of the present invention is a technology that uses composite materials and composite components to solve building problems. Wind-resistant technology and building technology that are unified with the industrialization of buildings can not only promote the construction of near-zero energy buildings and zero-energy buildings, greatly save land, facilitate construction, reduce cost, promote assembly installation, and increase building durability. , Which greatly reduces the carbon emissions of buildings during construction and long-term use, and is also a construction technology that is flexible to overcome rigidity, energy dissipation and shock absorption to ensure the safety of buildings against earthquakes and wind.

The construction technology of a high-tech and low-carbon society will play an important role in coping with global climate change.

Explanation of related issues in the implementation mode:

1) There is the term "tensile strength" in the embodiment. The tensile strength is the tensile strength of a BFRP cloth with a certain width, such as 25mm, 50mm, or 100mm, or the tensile strength of a certain width of BFRP cloth bonded to each other for a certain length Bearing capacity, or the tensile bearing capacity of a certain width of BFRP cloth bonded to a certain length of concrete, instead of the tensile bearing capacity per unit area of BFRP cloth, the tensile bearing capacity per unit area is called tensile strength.

2) Adhesives in various embodiments of the present invention include various adhesives with bonding effects, such as epoxy resin adhesives, polyurethane adhesives, polysulfide adhesives, MS adhesives (also elastomer materials, but too soft), water-soluble emulsion adhesives And the water-soluble emulsion adhesive is added into the interface agent of powder and other materials, cement polymer mortar, waterproof sealing material, caulking agent, etc. In the embodiments, all materials that can be used for bonding are described in the "Instructions for the Use of Adhesives of the Invention", and are not described in detail in the embodiments.

3) When welding the steel bars of the inner and outer leaf concrete at the joints of the prefabricated sandwich wall panel or the prefabricated sandwich roof panel, various fireproof cloths can be temporarily pasted on the organic insulation layer to ensure the fire safety of construction, which will not be described in the implementation mode. .

4) There are many types of elastomer material 40, such as TPE, TPR, TPV, TPU, CPU, TPO, TPEE, EPDM, vulcanized rubber and so on. According to the material price and construction feasibility, it is recommended that the microporous polyurethane elastomer is the first choice. The hardness and strength of the microporous polyurethane elastomer can be adjusted in a large range, good shock absorption performance, low price, multiple forming methods, convenient construction and installation.

In the gap between the indoor partition wall and the beams and columns of the ninth embodiment, and the gap between the external wall panels and the beams and columns of the tenth embodiment, a microporous polyurethane elastomer CPU is injected to bond with concrete and to bond with steel plates. The eighth embodiment is to install the prefabricated plate-shaped microporous polyurethane elastomer TPU on the foundation, and inject the microporous polyurethane elastomer CPU on site to bond the plate-shaped TPU gaps into one body. The elastomer material installed under the building foundation is not only Is it the damping for shock absorption, or the waterproof layer at the bottom of the foundation. When a pile foundation is provided, the CPU can be bonded and waterproof and sealed at the gap between the periphery of the pile foundation and the microporous polyurethane elastomer plate.

5) In each implementation mode, the installation of external thermal insulation walls, as well as the prefabrication and installation of prefabricated walls, prefabricated thermal insulation wall panels and prefabricated thermal insulation roof panels shall meet the general regulations of the construction industry. It is not explained in detail in the method. like:

The quality of materials should comply with the relevant provisions of national standards and industry standards. The layered structure of energy-saving insulation walls and energy-saving insulation roofs should meet the requirements of the present invention and related technical standards and design. The quality certification system should be implemented; analysis should be based on internal forces. The results determined that the internal and external concrete reinforcement of the precast concrete sandwich panel should be controlled within the allowable range; the layered structure of the precast concrete sandwich panel and the precast concrete external insulation panel, the concrete strength grade, the installation of steel bars, the appearance quality, etc. should meet According to the present invention and related technical standards and design regulations, the installation of prefabricated concrete shear walls shall comply with the requirements of JGJ1 of the "Technical Regulations for Prefabricated Concrete Structures", and the non-load-bearing sandwich prefabricated panels installed on the outside of the frame structure shall be constructed according to the designed wall The types meet the corresponding technical standards; the precast processing enterprise shall provide a series of technical data such as the specifications, reinforcement, strength grade, appearance quality, test reports, concealed engineering records of precast concrete sandwich panels and precast concrete external insulation panels. Provide prefabricated component self-inspection report and necessary type inspection report; material storage, storage, packaging and transportation should meet the corresponding regulations, and the layered bonding test should be carried out in advance, the tensile strength should not be less than the industry standard, and the tensile bearing capacity should be Not less than the design requirements, there should be a dedicated person responsible for the preparation of the adhesive, and a dedicated person for the mixing ratio of cement mortar and concrete. The mixing ratio should be accurate. It is advisable to automatically control the metering of the adhesive, concrete, and mortar mixture; each batch of concrete is poured. Specimen should be kept. On the basis of the self-inspection of the construction company, some projects need to be tested by the legal unit when the legal unit is required to test, there should be concealed engineering records, fire prevention measures, etc.; use theodolite to draw a vertical line and hang The line is used to control the surface of the external wall; during the installation of the insulation layer and within 24 hours after completion, the ambient temperature should not be lower than 5℃. If the adhesive is an adhesive that can be used at low temperatures, it is not subject to this restriction. Windy weather and rainy weather above level 5 No construction etc.

Should promote the use of system integration methods to coordinate the entire process of design, production, production and transportation, installation and construction, and operation and maintenance, and the use of building information modeling technology (BIM).

The difference between the present invention and the disclosed technology is:

1. There has never been a fire protection structure for the energy-saving insulation wall of the first and second embodiments of the present invention, which is an unsolved problem in the world.

2. There has never been a construction technology that uses low-strength and inexpensive materials as the side formwork strips of precast concrete components in the third embodiment.

3. The fourth and fifth implementations have never used autoclaved aerated concrete slabs or gypsum concrete slabs to bond the precast concrete sandwich panels with the insulation layer, so that the application of autoclaved aerated concrete slabs or gypsum concrete slabs in building energy conservation is greatly affected. limit.

4. It is a new idea to use epoxy resin adhesive or other non-water-soluble adhesives to paste the insulation board to the base layer and to paste the embedded steel plate or the anti-side movement diagonal brace with the insulation board in the building. Yes, because people are easily restricted by existing concepts and knowledge, so that the long-term difficult to solve the problem of reliability of paste can be solved.

It was reported on March 26, 2020, "How can an 18-story high-rise residential building be built into a passive house?" The article said that the external wall styrene board is equipped with structural brackets to support the insulation board on each layer, but the brackets cannot solve the negative wind pressure of the strong wind. The suction force of the wind pulls the insulation board down, and only sticking the insulation board firmly to the base wall is the fundamental solution to the problem. The EPS board or XPS board can be pasted with the base layer with epoxy resin adhesive. The bonding speed of epoxy resin adhesive is fast. It can be pasted with epoxy resin structural adhesive (clean sand can be added) to reach 1/20～1/30 of the maximum strength of the adhesive. It can meet the requirements of using tensile strength and only needs 2 to 3 hours (the higher the temperature, the faster the bonding speed), which speeds up the construction progress and reduces the construction cost. However, it takes no less than 24 hours to reach the bonding strength with cement polymer mortar, which is slow in construction and high in cost.

The thermal insulation broken bridge structure that eliminates the thermal bridge installation of external wall attachments is proposed on the basis of solving the adhesive problem that plagues the construction industry. Only by bonding with epoxy resin can the embedded steel plate be adhered to the EPS board. The reliability of the installation of external wall attachments can solve the problem of thermal bridges that impede the construction of near-zero energy consumption buildings, and can completely solve the endless problem of accidents of external insulation wall insulation panels falling off.

Moreover, the anti-corrosion of steel parts is carried out before use. The use of adhesives to solve the problem of anti-corrosion of steel parts has never been proposed, thereby reducing the difficulty of steel parts anti-corrosion processing, and the construction is convenient, and the anti-corrosion effect is good.

5. There has never been a variety of anti-seismic, anti-vibration, and anti-side movement building technologies of the present invention.

6. There has never been a variety of energy-saving insulation wall and roof construction and installation methods and prefabrication methods of the present invention.

In addition to the serious problems of poor fire protection, wall energy-saving and thermal insulation projects also have too many common quality problems: cracking and water ingress, poor durability, poor roof waterproof durability, etc. The essence of common building quality problems is that some technical problems are not clear. There are too many people in China who have studied non-combustible thermal insulation materials for many years. Facts have proved that inorganic thermal insulation materials can only replace organic thermal insulation materials in a limited range in wall technology. It is difficult to construct buildings with nearly zero energy consumption with inorganic thermal insulation materials. Advanced insulation materials cannot eliminate thermal bridges. Any kind of material has its advantages and disadvantages. Wall technology is a technical system, and not a certain profession or a certain material can solve all the problems. BACKGROUND OF THE INVENTION The only issues that are related to the fire safety of joint energy-insulating walls, the safety of joint-energy-insulating wall structures, the elimination of thermal bridges, the construction of near-zero energy consumption buildings, the earthquake resistance and wind resistance of buildings, and the common problems of building quality are only Through interdisciplinary (mechanics and building structure, building energy efficiency, building physics, building thermal engineering, building construction, building waterproofing, building materials, etc.), interdisciplinary (adhesives, elastomer materials, foamed rubber, foamed plastics in the chemical industry) With the support of other knowledge, rational use of various materials (such as BFRP cloth, various adhesives, elastomer materials, various fireproof materials, etc.), the advantages of different materials to avoid their shortcomings, and the optimization of exterior wall and roof structure can solve the long-term construction technology. Many problems that are difficult to solve. The present invention is the result of cross-professional and cross-field study and research conducted by the patent applicant for more than 19 years. The present invention has never been seen before and is not obvious.

Description of the drawings

Figure 1 is a horizontal cross-sectional view of the external thermal insulation energy-saving thermal insulation wall window in the first embodiment, showing that the installed EPS board is pasted with a 50mm thick non-combustible thermal insulation material 9 to form an energy-saving thermal insulation wall that meets the highest fire protection requirements; in 50mm non-combustible thermal insulation material 9 The exterior wall attachment 8 installed on the outside is a curtain wall decorative board.

Figure 2 is a horizontal cross-sectional view of the thermal insulation and energy-saving thermal insulation wall window of the first embodiment, showing that non-combustible thermal insulation material 9 with a thickness of 20mm is pasted on the installed EPS board to form an energy-saving thermal insulation wall that meets intermediate fire protection requirements to replace unsafe fire protection The thin plastered thermal insulation wall.

Fig. 3 is a horizontal cross-sectional view of the energy-saving insulation wall window of the second embodiment, showing that the EPS board installed on the external wall has a cement mortar plastering layer 8-1 to form an energy-saving insulation wall that meets the requirements of intermediate fire protection.

Figure 4 is a vertical cross-sectional view of the energy-saving and thermal insulation roof of the second embodiment, showing that the EPS board installed on the concrete roof slab at the construction site has a roof concrete protective layer 8-2, and a pre-embedded steel plate is installed on the roof concrete protective layer 8-2 4-4.

Figure 5 shows the horizontal section structure of the non-load-bearing fabricated sandwich wall installed at the window and the structure of the embedded steel plate installed on the outer wall of the frame structure, which can meet the highest level of fire protection requirements. The non-load-bearing fabricated sandwich wall can be installed with the prefabricated lightweight aggregate concrete sandwich wall panel of the third embodiment, and can also be installed with the prefabricated autoclaved aerated concrete sandwich wall panel of the fourth embodiment.

Fig. 6 shows a vertical cross-sectional view of the precast concrete sandwich panel used for roof installation in the third embodiment, and can also show the vertical cross-sectional view of the precast autoclaved aerated concrete sandwich roof panel in the fourth embodiment.

Figure 7 shows the top view of the EPS board side template strip 11 installed on the platform when the external precast concrete sandwich wall panel is produced and processed in the third embodiment. The precast concrete sandwich wall panel is disassembled at the window sill wall; it can also be on the door window side The precast concrete sandwich panel is split at the side, and there is one more joint during installation, but the precast platform can also be produced with a narrow width, and it is convenient to transport. When installing the external wall panel 60, connect the adjacent EPS board, inner leaf concrete 1 and outer leaf concrete 8-3 and their inner steel bars to each other at the joints, and use steel nails to fix the EPE foam plastic on the outside of the joints. As a template, paint the interface agent on the inside of the EPS board at the joint. The inner leaf concrete 1 at the joint can be poured with self-fluid concrete or cement polymer mortar to connect the inner leaf concrete 1 on the inner side of the joint and connect with the EPS Board bonding. EPE foam plastic is soft, adapts well to deformation, and does not adhere to concrete; connect the EPS board with the inner and outer leaf concrete and its steel bars at the fully exposed joints of the external wall panels between the beams and columns, and paint the outside of the EPS board at the joints Interface agent, pouring or patching the outer leaf concrete to bond with the EPS board. It also shows that the embedded steel plate 1-1 is installed on the inner leaf concrete at the upper end of the prefabricated sandwich wall panel 60 of the tenth embodiment, the embedded steel plate 1-1 has holes, and the installation bolt a at the construction site is prepared to pass through the embedded steel plate hole 1- 1. There are welded vertical steel bars on the embedded steel plate 1-1 (shown by the dashed thick line in the figure), and the vertical steel bars are anchored in the inner leaf concrete 1.

Figure 8 is the AA section view of Figure 7. The processing height of the precast concrete sandwich wall panel can be the design floor height H-the gap is about 20mm ~ 30mm. Fill the joints with aluminum silicate fireproof insulation cotton, and fill the outer side of the joint with waterproof sealing material such as MS glue or/and install waterproof cover; when the wall is fixedly installed without considering the horizontal displacement of the building, the joint can be pasted with EPS board, EPS After the board is coated with interface agent to repair the outer leaf concrete for curing, paste the BFRP cloth with the gap as the center to connect the upper and lower gaps by overlapping and pasting. The trapezoidal section marked 11-1 on the side of the window is the trapezoidal EPS board edge template strip 11-1. The EPS board edge template strip 11-1 supports and stabilizes the EPS board edge template strip around the window and the rock wool installed on the inner side of the door window. Function (point stick is enough), or adopt other supporting measures.

Figure 9 is a B-B cross-sectional view of Figure 7, where the two ends of the precast concrete sandwich wall panel are at the vertical joints at the sill wall outside the girder.

Fig. 10 is a cross-sectional view of Fig. 7 C-C, the vertical joints of the indoor and outdoor precast concrete sandwich wall panels are all exposed to the outside.

Figure 9 and Figure 10 both show that the inner and outer leaves of the precast concrete sandwich wall panel at the edge vertical joints are retracted to a certain width, such as about 50mm, but the EPS board in the middle is not retracted. This retracted width is just for the installation of EPS Side formwork strip 11, and it is easy to put the outstretching horizontal steel bars in the concrete into the EPS slab side formwork strips. If it is a steel or aluminum plate side formwork strip, the outstretched steel bars need to be drilled in the metal formwork strip. Great and devastating! During construction and installation, connect the adjacent EPS boards, remove the side template strips of the EPS boards, connect the horizontal steel bars (the outstretched steel bars in the figure are horizontal steel bars), then scrape or pour the inner and outer leaf concrete and the joints at the joints Place the EPS board for bonding (adding a micro-expansion agent is appropriate); the side template strip 11 is used as the packaging material for the edge of the precast concrete sandwich panel until installation (the packaging protection should be added, such as protection with a woven bag, etc.).

Figure 11 shows the third embodiment. After the prefabrication and curing of the precast concrete sandwich panel is completed, the trapezoidal EPS board side template strip 11-1 is removed, the semi-finished precast concrete sandwich panel is turned over, and the BFRP cloth 3 is pasted on the outer leaf concrete 8-3. Sectional view.

Fig. 12 shows the seventh embodiment of installing non-combustible thermal insulation material 9 on the base wall and the side of the door window.

13 shows the eighth embodiment of the vertical cross-sectional schematic diagram of the installation of the shock-absorbing and shock-absorbing material 40 between the foundation 20 and the foundation 30, and shows that the plastic film 50 is pasted on the outer surface of the shock-absorbing and shock-absorbing material, or on the concrete surface of the foundation 20 or A plastic film 50 is also pasted on the upper concrete surface.

Fig. 14 shows a vertical cross-sectional view of the indoor partition wall 25 of the frame structure of the ninth embodiment and the beam 10-1 and the column 10-2 of the main structure of the building. The elastomer material 40 is installed between the gaps. The frame structure indoor The partition wall becomes a damping wall.

Figure 15 shows the II cross-sectional view of Figure 14 when the indoor partition wall of the frame structure of the ninth construction method is a sandwich damping wall. Fast), the EPS board is also the damping of the sandwich damping wall, and an elastomer material 40 is installed between the two side walls 25 of the EPS board of the insulation layer 2 and the pillars of the main structure of the building.

Figure 16 is a vertical sectional view showing various wall-mounted prefabricated EPS window sills. The oblique "×" part in the figure indicates various walls inside the prefabricated EPS window sill installed below the window; basalt fiber cloth is used, That is, the BFRP cloth 3 is wrapped and pasted on the EPS board as a prefabricated window sill, and the prefabricated EPS window sill is fixed on the embedded steel plate 4-1 at the outer corner of the window with anchor bolts, and glue is applied to fix it; increase the width of the window sill, such as a window sill The width is 0.5m, and there is a fence, such as a plastic or aluminum alloy fence. Flowers and vegetables can be planted on the window sill for greening.

FIG. 17 shows a schematic vertical cross-sectional view of a prefabricated external wall panel 60 with damping mounted externally on the outside of the frame structure in the tenth embodiment.

Fig. 18 is an enlarged view of node A in Fig. 17.

Fig. 19 is a cross-sectional view taken along the line II-II in Fig. 18.

Fig. 20 is a cross-sectional view taken along line III-III of Fig. 18.

Fig. 21 shows a vertical cross-sectional view of the installation structure of the external wall panel 60 when there is no wall between the windows between the external wall panels 60 in the tenth embodiment, and the exterior wall facade shape is a horizontal row of windows.

Fig. 22 is an external elevation view of the external wall panel 60 installed on the outside of the frame when there is a window wall between the external wall panels 60 of the tenth embodiment, the hanging point 60-1 and the limit point 60-2 of the external wall panel 60 They are located at the lower part of beam 10-1 on the upper and lower floors to facilitate construction.

Figure 23 is the external elevation view of the external wall panel 60 installed on the outer wall of the horizontal row of windows in Figure 21 and installed on the outside of the frame. The hanging point 60-1 and the limit point 60-2 of the external wall panel 60 are all located on the same layer of beams. 10-1 Upper and lower parts.

Figure 24 shows the eleventh embodiment of the installation of anti-side movement diagonal braces 22 on the inner side of the insulation layer 2 of the sandwich concrete shear wall. The anti-side movement diagonal braces 22 are coated with anti-corrosion epoxy resin adhesive 26, and the anti-side movement diagonal braces The 22 end is anchored with the connecting steel 22-1 and the floor ring beam 10-1 of the main building structure 10, and installed as the outer wall of the prefabricated sandwich concrete shear wall with anti-side movement diagonal bracing, or installed with Horizontal section view of the structure of the external thermal insulation concrete shear wall with anti-side displacement diagonal bracing.

Fig. 25 shows a horizontal cross-sectional view of the construction of the eleventh embodiment where anti-side movement diagonal braces 22 are installed on both sides of the EPS board and concrete 25 is provided on both sides of the EPS board to form a sandwich concrete shear wall for indoor installation of anti-side movement diagonal braces.

Figures 1 to 3, 5, 9 to 12, 16, 17, and 21 all show the installation of BFRP cloth 3 on the sides of the exterior wall and windows.

Figures 1 to 3, 5, and 9 to 12 also show that the L-shaped embedded steel plate 4-1 is pasted and installed on the outer corner of the window, and the embedded steel plate 4-2 is installed in the rest of the outer wall, which is collectively referred to as the embedded steel plate 4. Figures 1 to 3, Figure 5, and Figure 12 all show that the decorative line 19 is installed around the outdoor window, and the decorative line 19 is glued and fixed with screws and adhesive. It also means that the window should be separated from the base wall or the inner leaf concrete 1 and the L-shaped embedded steel plate 4-1 should be connected and installed. They both mean that the insulation molding is installed between the outside of the window frame and the molding 19, so that the outdoor cold spot of the window is away from the base. The thermal resistance of the wall or inner leaf concrete 1 is not less than the thermal resistance of the main wall, the thermal bridge around the door and window opening is "0", and the insulation decorative lines can be installed with EPS slats pasted with BFRP cloth; also indicate the BFRP on the side of the indoor window Put insulation mortar 16 on cloth 3. Figures 1 to 3 all show the installation of fire-proof and heat-insulating materials 7 between the connecting iron pieces 15-1 for installing external wall attachments and the embedded steel plates 4 on the thermal insulation layer of the energy-saving thermal insulation wall. Figure 12 shows that the rock wool yarns of the vertical silk rock wool board installed around the window are perpendicular to the side of the window, while the rock wool yarns of the non-combustible thermal insulation material vertical silk rock wool board are perpendicular to the outer wall. The figure shows the vertical silk rock. The direction difference of the cotton board is 45 degrees, which is to distinguish the different directions of the rock wool yarn in the vertical silk rock wool board in different positions.

detailed description

Embodiment 1: Figure 1 and Figure 2. The construction technology of this embodiment is a low-carbon society in the high-tech era. It is an energy-saving insulation wall fire protection technology. Insulation layer 2, non-combustible thermal insulation material 9; the non-combustible thermal insulation material 9 is vertical silk rock wool board, foamed cement board or aerogel felt, etc. (the installation of vertical silk rock wool board is easy to use and low in price); Layer 2 is pasted and installed on the base wall or inner leaf concrete 1 (or with plastic expansion nails for auxiliary fixation). There is no vertical gap between the organic insulation layer 2 and the base wall 1, and between adjacent organic insulation layers 2 There is no gap through the top and bottom, and the paste area is not less than a certain percentage, if not less than 80%, it shall be determined by experts to avoid fire spreading due to the chimney effect formed by the chimney effect formed by the chimney effect formed by the fire flame; then install the non-combustible thermal insulation material 9 in the organic On the thermal insulation layer 2, or pre-paste the non-combustible thermal insulation material 9 on the organic thermal insulation layer 2 and then install the composite thermal insulation layer. The non-combustible thermal insulation material 9 is located on the outside of the organic thermal insulation layer 2; the thickness of the non-combustible thermal insulation material 9 is determined according to the fire protection requirements, such as The thickness is 50mm when meeting the highest level of fire protection requirements, and about 20mm when meeting the medium fire protection requirements, forming an external thermal insulation wall with a combination of organic thermal insulation layer and non-combustible thermal insulation material; the organic thermal insulation layer 2 is installed on the base wall 1, and then Install the non-combustible thermal insulation material 9 on the organic thermal insulation layer 2, or install the composite thermal insulation layer of the organic thermal insulation layer 2 and non-combustible thermal insulation material 9, which can be installed in the external thermal insulation project of the construction site, or in the prefabricated platform or prefabricated box. First, the inner leaf concrete 1, the organic thermal insulation layer 2 and the non-combustible thermal insulation material 9 are bonded to form a prefabricated thermal insulation wallboard, and then the prefabricated thermal insulation wallboard is installed at the construction site as a prefabricated thermal insulation wall.

Article 6.7.3 of the "Code for Fire Protection Design of Buildings" GB50016 stipulates that the two sides of the organic insulation layer of the sandwich insulation wall adopt non-combustible materials with a thickness of not less than 50mm, and meet the fire resistance requirements, which can meet the fire protection requirements of various buildings. When the thickness of the non-combustible thermal insulation material of this embodiment is 50 mm, it meets this requirement; when the thickness of the non-combustible thermal insulation material is 20 mm, it can replace the current 3 to 5 mm thin plastering protective layer of the thin plastering thermal insulation wall to improve fire safety.

Further, it also adds embedded steel plates 4 and high-strength durable fiber cloth 3. When the organic insulation layer 2 is an EPS board, or the organic insulation layer 2 uses other insulation materials, it needs to be tested to prove that it has The ability to adapt to deformation, the bonding interface is not damaged, and the durability meets the requirements; the high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or other fiber cloth that can replace BFRP cloth; the embedded steel plate 4 includes outdoor The L-shaped embedded steel plate 4-1 at the corner of the door and window and the embedded steel plate 4-2 installed at the rest of the outer wall. The L-shaped embedded steel plate 4-1 is installed at the corner of the outdoor door and window to install the window connecting iron parts and The L-shaped pre-embedded steel plate 4-1 is fixed to ensure the safety of the installation of the window, and the installation of the sun-shading shutter outside the window, the installation of the prefabricated outdoor window sill, and the installation of the decorative lines around the window need to be fixed with the L-shaped pre-embedded steel plate 4-1; The embedded steel plate 4-2 installed in the rest of the wall corresponds to the position where external wall attachments need to be installed on the external wall. It is advisable to bond the EPS board to the base wall or inner leaf concrete 1 at the position where the heavier external wall attachments are installed. (For example, the place where the air conditioner pallet is installed on the thermal break bridge, the place where the embedded steel plate used for external wall maintenance is installed, and the place where the billboard is installed), the embedded steel plate 4 is glued and connected with the EPS board and the window periphery Insulation layer bonding; the tensile bearing capacity of the bonding area between the embedded steel plate 4 and the EPS board should not be less than the combined value of the weight of the external wall attachment and the combined value of the negative wind load on the embedded steel plate 4 Pull out force and have a certain safety reserve. For example, the safety factor is 2, which is determined by the experts. Use adhesive to paste the BFRP cloth 3 on the surface of the non-combustible thermal insulation material 9, and paste it on the side of the door window and the non-combustible thermal insulation material 9 on the side of the door window. , And stick to the inner base wall 1, and also paste it to the side of the deformation joint; or use plastic anchors to pass through the BFRP cloth 3, non-combustible insulation material 9, the organic insulation layer 2 and the base wall 1 (the outside of the BFRP cloth is In order to prevent the non-combustible thermal insulation material 9 from absorbing water and freezing and thawing and pulverizing, the installation of plastic anchors will help the non-combustible thermal insulation material to be immersed in water and freeze-thaw and pulverize hard to fall off during long-term use); The body paste width is not less than the specified value such as 150mm, and is not less than the tensile strength of the BFRP cloth when the shearing force on the side of the design calculation window is applied to the BFRP cloth. When meeting the shear resistance load capacity, the number of layers of BFRP cloth to be pasted should be increased, there should be a certain safety reserve, and the pasting range should meet the design regulations.

The outside of BFRP cloth 3 can be decorated arbitrarily, such as coating, pasting decorative tiles or installing curtain wall decorative panels.

The EPS board is isotropic and has stable mechanical properties. However, the mechanical properties of various non-combustible thermal insulation materials 9 currently known are mostly unstable, easy to be affected by moisture, and easy to freeze-thaw and powder. Although the vertical silk rock wool board is perpendicular to the direction of the outer wall, the resistance The tensile strength is close to the EPS board, but the anisotropy is different (there is almost no tensile strength in the plane parallel to the external wall), and once the tensile strength is reduced by moisture, the embedded steel plate should be installed in the external wall except the window 4- 2 Bonding with EPS board. It is not advisable to bond the embedded steel plate 4-2 with non-combustible insulation material 9, unless the external facing can ensure that the vertical filament rock wool board is not damp, and the external facing is not parallel under wind load and earthquake. The horizontal displacement of the external wall; but installing the L-shaped embedded steel plate 4-1 at the corner of the outdoor door window can be bonded with the non-combustible thermal insulation material 9, because the BFRP cloth at the corner is rotated 90 degrees from the front surface of the door window and pasted to the window On the side, it is bonded to the indoor base-layer wall 1. Only relying on the tensile bearing capacity of the BFRP cloth, it can satisfy the safety of connecting and fixing doors and windows, sunshade roller blinds, and anti-theft fences with the embedded steel plate 4-1, so the L-shaped pre-embedded The steel plate 4-1 can be pasted with the non-combustible thermal insulation material 9 at the corner of the external wall window, but the pre-embedded steel plate 4-2 installed in the rest of the external wall and the EPS board are more secure.

The following fire safety structures can also be adopted for energy-saving insulation walls, which can be adopted as required:

1) The insulation layer installed around the door and window is a non-combustible insulation material with a certain thickness. For example, a 50mm thick vertical wire rock wool board (the rock wool wire is perpendicular to the side wall of the window) is installed as a fire barrier for the door and window; the door window is For the passage of flames, it is recommended to install non-combustible thermal insulation materials on the surrounding insulation layer of building doors and windows regardless of the fire rating;

2) Fire-proof and heat-insulating materials 7 are also added to install curtain wall decorative panels (curtain wall decorative panels are also external wall attachments) or other exterior wall attachments 8, such as other exterior wall attachments 8 as deformation joint cover panels, which are lightweight Air conditioner support plate (such as aluminum alloy), and even install billboards; use self-tapping and self-drilling screws (hereinafter referred to as screws) to pass through the connecting iron 15-1 and embedded steel plate for installing curtain wall decorative panels or installing other external wall attachments 4 Connection, there is a fireproof heat insulation material 7 between the connecting iron 15-1 and the embedded steel plate 4, as shown in Figure 1 and Figure 2; if the fireproof heat insulation material 7 is aerogel, it can be adhered to the EPS in the event of a fire The pre-embedded steel plate on the board will not fall off due to heat within a certain period of time; if the non-combustible thermal insulation material 9 outside the EPS board is thicker when installing the curtain wall decorative panel, there needs to be a connecting iron 15-2 in the non-combustible thermal insulation material 9, as shown in the figure 1. Connect the connecting iron 15-2 and the embedded steel plate 4 with screws. When installing external wall attachments, connect the connecting iron 15-1 to the connecting iron 15-2 and then connect with the embedded steel plate 4; the exterior wall decoration is a curtain wall The steel keel needs to be installed when decorating the board. The steel keel is located in the non-combustible thermal insulation material and is connected to the embedded steel plate 4 or the steel keel is connected to the connecting iron 15-2 and then connected to the embedded steel plate 4;

3) After the window is installed, apply adhesive to the BFRP cloth 3 pasted on the side of the window room and apply thermal insulation mortar 16 or install other non-combustible thermal insulation materials (such as vertical silk rock wool board). The surface of the thermal insulation mortar 16 should be polished with cement; Thermal insulation mortar is perlite mortar with thermal conductivity not greater than 0.1w/m·k. Once a fire occurs, the heat will not easily penetrate the thermal insulation mortar and damage the polymer adhesive pasted with BFRP cloth 3, reducing fire loss and increasing the base wall around the window. Body thermal resistance, further reducing the thermal bridge of the base wall surrounding the window;

4) It is also possible to paste thermal insulation materials on the embedded steel plate 4, such as pasting a certain thickness of BFRP cloth, to increase the thermal insulation performance of the embedded steel plate.

In this embodiment, a non-combustible thermal insulation material is pasted on the outside of the organic thermal insulation layer of the external wall to meet different levels of fire safety requirements according to the thickness of the non-combustible thermal insulation material, and a high-strength and durable BFRP cloth is pasted on the non-combustible thermal insulation material 9 as a protective layer. The cloth protective layer will not crack, and its durability is almost unlimited; and the adhesive pasting the BFRP cloth is a waterproof material, so the energy-saving insulation wall has good fire resistance, good waterproofness and good durability. In this embodiment, the pre-embedded steel plate is also pasted on the EPS board to exert the tensile strength of the EPS board, eliminate the thermal bridge of connecting iron fittings installed with external wall attachments, and at the same time ensure fire safety.

The construction method of installing EPS board on the external wall, installing non-combustible thermal insulation material 9, installing embedded steel plate 4, installing BFRP cloth, and installing external wall attachments 8 is:

1) Should comply with the general regulations of the construction industry;

2) During the construction of the energy-saving insulation wall, the design should be intensified according to the design requirements, and the position and specifications of the embedded steel plate 4 should be installed on the EPS board on the side of the window and the rest of the external wall by drawing icons or text; when constructing a building with nearly zero energy consumption In order to eliminate the current thermal bridge formed by the thin thermal resistance of the wall surrounding the window, the L-shaped embedded steel plate 4-1 is installed at the corner of the door window. The length of the L-shaped embedded steel plate 4-1 on the side of the window should not be extended It is advisable that the inside or into the window frame should not exceed 50% of the thickness of the window frame. When installing the window, the window should be installed away from the base wall 1, and the connecting iron 15 of the installation window should be fixed with the outdoor L-shaped embedded steel plate 4-1 (generally The outer edge of the window frame needs to be installed about 50mm from the outside of the window to the corner of the BFRP cloth 3 to increase the thermal resistance of the wall around the window; when installing the window, it is advisable to install it in a staggered way. Body 1 is connected (when the insulation layer is thin), or the indoor window has embedded steel plate 4-3, and the connecting iron 15 is connected with the indoor embedded steel plate 4-3 (required when the insulation layer is thicker). The embedded steel plate 4-3 and the outdoor L-shaped embedded steel plate 4-1 should not be connected; the width of the L-shaped embedded steel plate 4-1 at the corner of the door window should be convenient for the installation of the window and the construction convenience requirements of the attachments around the installation window, such as width It should not be less than 50mm; the L-shaped embedded steel plate 4-1 is preferably a hot-dip galvanized steel plate with a thickness of 1.5-2mm (too thick and it is not easy to bend into an L shape), and the embedded steel plate 4-2 can be a cold-galvanized steel plate with a thickness of not less than 4mm Steel plate (thicker, good corrosion resistance), take effective anti-corrosion measures for the embedded steel plate 4 to ensure that the durability is not less than 50 years;

3) Pasting and installing the EPS board, installing the embedded steel plate 4 on the EPS board, and pasting the non-combustible thermal insulation material on the EPS board should meet the following requirements:

① Carry out bonding test on non-combustible thermal insulation material 9 and EPS board in advance. The failure should be on the EPS board or non-combustible thermal insulation material, not at the bonding interface, or the vertical tensile strength should not be less than the specified value, such as not less than 0.1MPa;

②Paste the EPS board on the base wall with adhesive in advance for a test (according to the existing regulations), determine the selected adhesive, paste the EPS board on the base wall 1 with adhesive, and install non-combustible thermal insulation material 9 on the side of the door and window;

③The pre-embedded steel plate and EPS board are used for bonding test, and the pre-embedded steel plate and the window vertical wire rock wool board are tested. The damage should be located on the EPS board or the vertical wire rock wool board, and should not be located Bonding interface

④Pre-embedded steel plates that meet the specifications and quality requirements should be prepared in advance, and the BFRP cloth strips should be pasted on the surface of the embedded steel plates 4 to be installed with adhesive for external wall insulation engineering. The two sides of the BFRP cloth strips should extend outside the embedded steel plate;

⑤In the external wall insulation project, use theodolite to draw a vertical line on the EPS board that has been installed on the external wall and hang the line to make the external wall surface control line, and polish the EPS board beyond the allowable part;

⑥ Draw the mark for installing the embedded steel plate 4 on the EPS board, iron or machine the groove with a milling cutter at the position where the embedded steel plate 4 is installed, and paste the embedded steel plate 4 into the groove of the EPS board with an adhesive. Use plastic expansion nails to pass through the edge of the BFRP cloth strip pasted on the embedded steel plate 4 and fix the EPS board to the base wall 1 for external wall insulation engineering, or use plastic expansion nails with a diameter smaller than the drilled diameter to squeeze the EPS board. Tightly fixed

4) The test of pasting and installing BFRP cloth should be carried out in advance:

①Apply adhesive on the non-combustible thermal insulation material 9 and bond the BFRP cloth to the non-combustible thermal insulation material 9. The tensile strength test damage should be on the non-combustible thermal insulation material, or the vertical tensile strength should not be less than the specified value;

② BFRP cloth and concrete bonding test, and BFRP cloth mutual bonding test; bonding BFRP cloth strips of a certain width (such as 100mm) with concrete or cement mortar for a certain length (such as 50-100mm), and bonding the BFRP cloth The strips are pasted to each other for a certain length (such as 50-100mm), the color of the BFRP cloth should be darkened, indicating that the BFRP cloth should be pasted (on the premise that the adhesive test is qualified), and the parallel tensile strength test shall be carried out after curing; the pasting test data shall not be less than a certain value such as 8 to 10, take the average of the test results, if there is more than 10% of the test data, discard it, but the final effective value should be not less than 5 When cutting the bearing capacity, it is necessary to determine the width of the BFRP cloth and the base wall to be pasted, and determine the lap pasting width required for the BFRP cloth to meet the strength requirements of lap pasting and other strength requirements; on the basis of the self-inspection of the construction company, it will be sent to the legal unit Detection; if the design value of the tensile strength of the BFRP cloth does not meet the shear resistance capacity (the maximum shearing force is at the corner of the wall between the windows), the number of layers of the BFRP cloth should be increased, and there should be a certain safety reserve and the range of pasting Should meet the design requirements;

Compare the adhesives prepared with different adhesive raw materials and different mixing ratios to determine the selected adhesive and mixing ratio;

5) After the EPS board is pasted and installed on the base wall 1, the verticality of the surface of the EPS board should be checked, the embedded steel plate should be installed along with the pasting, and the non-combustible insulation material 9 should be pasted and installed in time to avoid construction fire and fire; on the EPS board Brush or scrape the adhesive, install the non-combustible thermal insulation material 9 on the EPS board. It is advisable to paste the non-combustible thermal insulation material and the EPS board staggered, and install non-combustible thermal insulation material such as vertical silk rock wool board on the side of the door window; if it is on the BFRP cloth When the upper is paint decoration and the non-combustible thermal insulation material is vertical silk rock wool board, scratch the cement polymer mortar or cement polymer mortar (not including Sand is called mortar, or it can be cement polymer mortar with a small amount of fine sand), or wiped off with waterproof sealing material to prevent rainwater from corroding the rock wool board, and then paste and install BFRP cloth;

6) The construction and installation method for pasting and installing BFRP cloth 3 on the non-combustible insulation material 9 is:

①The joint position for installing BFRP cloth should be determined. There are two ways to install BFRP cloth, which can be selected according to the convenience of construction:

a. Horizontal installation: the width of the purchased BFRP cloth meets the requirements of use, and it is advisable to minimize the seams (when the order quantity of BFRP cloth is large, the BFRP cloth manufacturer can produce according to the width required by the order), the width of BFRP cloth It is appropriate to meet the layer height + lap length (for example, the lap length is 100mm). The installation of BFRP cloth can be wound horizontally for each layer. A roll of BFRP cloth is inserted into the pole of a movable base, and the BFRP cloth is released with the rotation of the BFRP cloth, so that the joints are minimal); the horizontal joints should be located at the center line of the beam (including the ring beam) or enter the beam The length of the support should not be less than a certain range, if it is not less than 100mm, it is advisable (artificial regulations, not absolute). The horizontal joints should not be located on the wall of non-load-bearing windows without columns, otherwise, they need to meet the strength requirements after lap and paste. The BFRP cloth of the upper layer at the joint should be pressed and pasted on the BFRP cloth of the next layer;

b. Vertical installation: The BFRP cloth installed at one time should be as long as possible to reduce horizontal joints, and should meet the aforementioned horizontal joint regulations; the horizontal joints of the BFRP cloth should be located at the window sill wall, and the vertical joints of the BFRP cloth should not be located The distance between the wall of the window and the side of the door and window is within a small range, such as within 200mm (not absolute, determined according to the internal force analysis result of the external wall of the finite element software); the width of the BFRP cloth in the door and window opening should meet the requirements of Paste to the side of the window wall and the width of the base wall. It is not advisable to widen the BFRP cloth on the side of the window wall and paste it with the indoor base wall 1, otherwise it needs to meet the strength requirements such as lap bonding: wrap the BFRP cloth On the thick plastic pipe, gradually lower it from top to bottom and unfold it vertically, and paste the BFRP cloth onto the non-combustible insulation material;

Horizontal installation or vertical installation of BFRP cloth includes the width of pasting the BFRP cloth to the side of the deformation joint;

②Spread the adhesive on the non-combustible insulation material 9, paste the BFRP cloth on the non-combustible insulation material, and use a scraper or trowel to smooth the BFRP cloth (use a special small rolling machine is better). The color of the BFRP cloth should be darkened. Paste the BFRP cloth. When the non-combustible thermal insulation material is vertical filament rock wool board and is decorated with paint, brush or scrape cement polymer mortar and vertical filament on the exposed rock wool at the joints or external corners of the vertical filament rock wool board. The rock wool board is suitable for bonding. After the cement polymer mortar is cured, paste the BFRP cloth; after pasting and installing the BFRP cloth on the facade of the external wall, cut the BFRP cloth horizontally up and down along the window. The vertical cut position in the door and window openings should ensure that the window The required width of the BFRP cloth pasted on the base wall on the side of the partition wall, and the pasting width of the BFRP cloth and the base wall on the side of the window wall shall not be less than the aforementioned regulations;

7) After pasting and installing BFRP cloth on the outer wall and pasting it to the side of the window wall, install the EPS board window sill and EPS board decorative lines, as shown in Figure 16: Paste the BFRP cloth on the EPS slats as a window sill for outdoor visitors Prefabricated EPS board, window sill and door windows. Prefabricated EPS board moldings on four sides. Paste the prefabricated EPS board window sill and prefabricated EPS board moldings on the BFRP cloth on the front facade of the door and window, and add screws and pre-embed L-shaped around the window The steel plate is fixed, the BFRP cloth on the upper and lower part of the prefabricated EPS board window sill is extended and pasted on the indoor window sill and above the window; then install the window, fix the window installation iron 15 with the window corner L-shaped embedded steel plate, install the window, install After the window, paste and screw the EPS board decorative lines on the two sides of the window;

8) Apply adhesive and heat insulation mortar 16 on the BFRP cloth pasted on the side of the indoor window or install other non-combustible heat insulation materials;

9) Carry out exterior wall decoration and install exterior wall attachments: use screws to pass through the connecting iron pieces 15-1, BFRP cloth, and fire and heat insulation material 7, and install the connecting iron pieces 15-1 of the exterior wall attachments with the embedded steel plate 4Fixed, such as installing window shades, window anti-theft fences, air conditioner pallets (air conditioner pallets are preferably made of aluminum alloy), deformation joint cover, installation of hanging parts for exterior wall maintenance, or installation of vertical greening Attachments to the external wall, etc.

Other embodiments of the present invention can refer to this embodiment for installing prefabricated EPS board window sills and installing prefabricated EPS board decorative lines, as well as applying thermal insulation mortar 16 on the BFRP cloth pasted on the sides of indoor windows or installing other non-combustible thermal insulation materials.

Note: There are two conditions for installing BFRP cloth to meet the shear resistance of the side wall between the windows:

1. The parallel tensile bearing capacity within the pasting width of the BFRP cloth and the side base wall of the wall between the windows shall meet the requirements;

2. The tensile strength of BFRP cloth itself meets the requirements. Because the column distance of the building is much larger than the storey height, the finite element software analysis of the external wall of a certain project proves that the shear force at the side corners of the wall between the windows is the largest, and the shear force at the middle of the side of the door and window is "0", which is triangularly distributed. Therefore, when the tensile strength of BFRP cloth does not meet the requirements, the number of layers of BFRP cloth should be added locally at the corners of the windows between the windows, and the width of the BFRP cloth and the base wall should not be less than the specified value.

Embodiment 2: The construction technology of a low-carbon society in the high-tech era in this embodiment is a fire-proof and energy-saving insulation wall with cement mortar plastered by applying adhesive on the outer insulation layer of the external wall, as shown in Figure 3, or The energy-saving insulation roof with adhesive and cast-in-place concrete protective layer on the concrete roof panel is shown in Figure 4; it is composed of the base layer 1, the insulation layer 2, the protective layer 8 and the embedded steel plate 4; the base layer 1 It is the base wall 1 or the concrete roof 1-2, the insulation layer 2 is EPS board, or the insulation layer 2 adopts other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation during long-term use, and the bonding interface No damage, and durability meets the requirements; the protective layer 8 is a cement mortar protective layer 8-1 outside the EPS board pasted on the base wall 1, or the protective layer 8 is an EPS board installed on the concrete roof panel Cast-in-place concrete protective layer 8-2, see Figure 4; Paste and fix the EPS board on the base layer 1 with an adhesive. If there is a gap, insert EPS thin strips. The gap has an adverse effect on heat preservation and is beneficial to waterproofing). There is no vertical gap between the EPS board and the base wall 1, and there is no vertical gap between the EPS board. The paste area should not be less than a certain percentage to avoid fire. The fire spreads due to the chimney effect caused by the flame passing through the gap; the embedded steel plate 4 is bonded and connected with the EPS board of the external wall with adhesive, and the EPS board at the location of the heavy external wall attachment is attached to the base wall 1 as Appropriate (for example, the place where the air conditioner pallet of the thermally insulated broken bridge is installed, the place where the embedded steel plate is installed for human inspection on the external wall, and the place where the billboard is installed), the resistance of the bonding area between the embedded steel plate 4 and the EPS board The tensile bearing capacity shall not be less than the installed external wall attachment weight and the tensile force due to the most unfavorable load combination value under the action of negative wind pressure. There shall be a certain safety reserve. For example, the safety factor is 2, which shall be determined by the experts to form an installation external wall. Attachment heat insulation and broken bridge structure; it is advisable to apply adhesive on the side of the roof EPS board to paste the EPS side into a whole (if the original roofing concrete slab has insufficient bearing capacity, apply adhesive on the side of the roof EPS to paste and connect the EPS board as a whole Significantly increase the bending height of the roof panel, improve the bending resistance and shear resistance capacity, and make the EPS board waterproof); apply waterproof sealing material to the upper gap of the roof EPS board, and also connect the EPS board to the roof wall Glue the gaps between the bodies or structures. When the gap is large, insert the EPS board sheet and seal the gap to make the EPS board a waterproof layer; apply adhesive plaster on the EPS board of the exterior wall to connect the EPS board and the cement mortar protective layer 8-1 Bonding (Although roughening treatment or dovetail grooves can be made on the exterior wall EPS surface, but generally not required), the thickness of the cement mortar protective layer 8-1 meets the requirement of non-spread fire, if the thickness is not less than 15mm, it is outside There is no flow air cavity inside, outside and on the side of the EPS board installed on the wall; apply adhesive on the roof EPS board to pour the concrete, and bond the in-situ concrete protective layer 8-2 to the EPS board. ; Anchor the embedded steel plate 4 and the roof concrete protective layer 8-2 (such as the embedded steel plate 4 and the steel reinforcement in the roof concrete protective layer 8-2), install the roof structure on the embedded steel plate 4 (such as prefabricated parapet, Prefabricated art railings, steel columns, etc.) to form a thermally insulated and broken bridge waterproof structure for installing roof structures; the tensile bearing capacity between the bonding area of the EPS board installed on the concrete roof board 1-2 and the EPS board, and The tensile bearing capacity of the anchoring between the embedded steel plate 4 and the roof concrete protective layer 8-2 should not be less than the upward suction force of the roof cast-in-place concrete protective layer 8-2 under the action of the combined value of wind load, and not less than the roof structure When thrust by wind, there should be a certain safety reserve. For example, the safety factor is 2, which shall be determined by experts. The current "Code for Quality Acceptance of Roofing Engineering" GB50207 installs the insulation layer by dry laying, and the layers are not connected, roof structures cannot be installed, bridges cannot be insulated, and waterproofing is not good.

The following fire safety structures are also adopted for energy-saving insulation walls, which are adopted as required, as shown in Figure 3:

1) The insulation layer installed around the indoor door and window should be a non-combustible insulation material with a certain thickness9, such as a 50mm thick vertical silk rock wool board;

2) High-strength durable fiber cloth 3 and fire-proof insulation material 7 are also added. For example, the fire-proof insulation material 7 is aerogel; the high-strength durable fiber cloth 3 is basalt fiber cloth, referred to as BFRP cloth, or can replace BFRP cloth Other fiber cloth; the fireproof and heat insulation material 7 is located outside the embedded steel plate 4, and the BFRP cloth 3 is pasted to the surface of the external wall cement mortar protective layer 8-1 with an adhesive, and pasted to the side of the deformation joint, and also pasted to the side of the door window and non-combustible Paste the thermal insulation material 9 to the inner base wall 1; when installing the exterior wall attachment 8, use the screw to pass through the connecting iron 15-1, BFRP cloth 3, and fire insulation material 7 of the exterior wall attachment. The connecting iron piece 15-1 of the wall attachment 8 is fixed to the embedded steel plate 4;

3) After the installation of the window is completed, apply adhesive to the BFRP cloth 3 pasted on the side of the window room and heat-preserving mortar 16 or install other non-combustible heat-preserving materials;

4) It is also possible to paste heat insulation material on the back or both sides of the embedded steel plate, for example, the heat insulation material is BFRP cloth.

In this embodiment, the current thin plastering insulation layer is replaced with a cement mortar protective layer to improve the fire safety of the energy-saving insulation wall.

The construction method for installing thermal insulation layer 2, installing embedded steel plate 4, installing external wall cement mortar protection layer 8-1 and installing BFRP cloth 3 on external walls and roofs, or installing roof cast-in-place concrete protection 8-2 is:

1) Should comply with the general regulations of the construction industry;

2) During the construction of energy-saving insulation wall and roof, deepen the design according to the design requirements, draw icons or text to explain the position and specification of the embedded steel plate 4 on the external wall insulation layer and the side of the window and on the roof concrete protective layer 8-2 The external wall embedded steel plate 4 includes the door window outdoor corner L-shaped embedded steel plate 4-1, and the embedded steel plate 4-2 installed at the rest of the outer wall; the embedded steel plate 4-4 installed on the roof and the roof The concrete protective layer 8-2 is anchored (can be welded with the steel mesh in the protective layer 8-2); as mentioned above, when constructing a building with near zero energy consumption, the length of the L-shaped embedded steel plate 4-1 on the side of the window should not extend into the window frame It is advisable to install it inside or not more than 50% of the thickness of the window frame, so that the window can be installed from the base wall 1 to the side close to the outdoor corner of the window, and the connecting iron 15 of the installation window is fixed with the L-shaped embedded steel plate 4-1 on the outdoor window side. Generally, the outer edge of the window frame needs to be installed at a distance of about 50mm from the outside corner of the window. When installing the window, it is advisable to install it in a staggered way: When it is thin), or the indoor window has embedded steel plate 4-3, the connecting iron 15 is connected with the indoor embedded steel plate 4-3 (when the insulation layer 2 is thicker, there is embedded steel plate 4-3), near zero energy consumption building The indoor embedded steel plate 4-3 and the outdoor L-shaped embedded steel plate 4-1 should not be connected; the width of the L-shaped embedded steel plate (in the height direction of the window side) should not be less than 50mm, and the specifications of the L-shaped embedded steel plate 4-1 should be convenient for installation The construction convenience requirements for the attachments around windows and installation windows, such as installing sunshade shutters, installing anti-theft fences, installing external wall attachments such as decorative lines around windows, etc., it is convenient to find the position of the L-shaped embedded steel plate. For the embedded steel plate 4 It is advisable to take effective anti-corrosion measures to ensure that the durability is not less than 50 years;

3) Pasting and installing the EPS board on the base layer 1 and installing the embedded steel plate on the EPS board should meet the following requirements:

①Paste the EPS board on the base layer 1 with an adhesive in advance for a test to determine the selected adhesive; use the adhesive to paste the EPS board on the base layer 1, and install non-combustible thermal insulation material 9 on the side of the door and window;

②Paste the embedded steel plate on the EPS board with adhesive in advance for bonding test, and conduct bonding test between the L-shaped embedded steel plate 4-1 and the window vertical wire rock wool board, so as to damage the EPS board or incombustible Insulation material 9 such as vertical silk rock wool board is not qualified at the bonding interface;

③Prepare the embedded steel plate 4 in advance, and paste the BFRP cloth strip 3 to the surface of the L-shaped embedded steel plate 4-1 and the rest of the outer wall to be installed on the surface of the embedded steel plate 4-2 (partially pasted), BFRP cloth strips 3 Both sides should extend outside the embedded steel plate 4;

④ Use theodolite to draw a vertical line on the EPS board of the external wall and hang the line to make the external wall surface control line, and polish or cut the part of the EPS board that protrudes beyond the allowable value;

⑤Draw the mark for installing the embedded steel plate 4 on the EPS board of the external wall, iron or cut the groove with a milling cutter at the position where the embedded steel plate 4 is installed, and paste the embedded steel plate 4 into the groove of the EPS board with adhesive , Use plastic expansion nails to pass through the BFRP cloth strips 3 and EPS plates that extend from the edge of the embedded steel plate 4, bond the embedded steel plate 4 to the EPS plate and fix it with the base wall 1, or use a plastic with a diameter smaller than the drilling diameter The expansion nail is fixed to the EPS board;

4) Before pouring the roof concrete protective layer 8-2, it is necessary to waterproof and seal the joints of the EPS panels on the roof. The construction method for the waterproof and sealing joints of the EPS panels on the roof is as follows:

①It is advisable to apply adhesive (ie interface agent) on the side of the EPS board when installing the EPS board as mentioned above, and bond the EPS boards to each other to form a whole;

②Apply the waterproof sealing material 2 times at the upper end of the joint between the EPS board on the roof and the joint between the EPS board and the outgoing wall (high-rise wall). After the first pass is dried, apply the second pass to ensure the joint Waterproof is reliable and without omission; for larger gaps, you can insert the EPS sheet and paste it and then brush the waterproof sealing material twice to make the roofing EPS board become a waterproof layer. Cracking of the roof concrete protective layer on the EPS board will not affect its use function, and rainwater will not pass through the EPS board;

5) Further, the construction method of cement mortar plastering on the surface of the thermal insulation layer of the external wall, and the construction method of the cast-in-place concrete protective layer on the thermal insulation layer of the concrete roof is:

① Arrange steel bars on the roof EPS board. The steel bar specifications should meet the design requirements. Install roof embedded steel plates 4-4 on the steel bars, as shown in Figure 4;

②After checking the EPS board pasted on the exterior wall and roof and the embedded steel plate 4 installed correctly, the exterior wall cement mortar plastering or pouring the roof concrete protective layer 8-2 should be carried out in time (that is, if a part of the EPS board and embedded steel plate is installed, it will be wiped. It is good for fire prevention. Mechanical plastering on external walls and manual plastering are recommended); brush or spray the adhesive on the EPS board of the exterior wall, or spray it on the EPS board of the roof insulation board. The adhesive coating should be moist and full. It should not be missed. It should be painted or sprayed along with the ready-mixed cement mortar to the surface of the EPS board of the external wall to form a cement mortar protective layer 8-1, or along with the pouring of the roofing concrete on the roof EPS On the surface of the slab, use a vibrator to vibrate and compact the cast-in-place concrete on the roof to ensure that the poured concrete enters under the steel mesh and adheres to the EPS board. The thickness and strength grade of the 8-2 cast-in-place concrete protective layer on the roof should meet the design requirements; It is necessary to prevent plastering or pouring concrete after the applied adhesive is dry, and also to prevent the coating from being wet and not full, resulting in weak adhesion;

③The mixing ratio of cement mortar protective layer 8-1 on the external wall is-cement: sand mixing ratio=1: (2.5～3). It is recommended that more sand is added to reduce cracking, and more cement is added. It will aggravate shrinkage and cracking; when the ratio of cement: sand is 1:3, admixtures can be added to adjust the workability; sand should be medium-coarse sand that meets technical standards, and the mud content of sand should not exceed 3%. Cement and admixtures The quality should comply with industry standards;

④The cement mortar protective layer 8-1 should be divided into two times of plastering; the first time of plastering is roughing, and in the second time of plastering, it is advisable to brush a layer of plain slurry on the first time of plastering. The bonding between the plastering layers is firm, and the plastering surface should be painted into a straight but not bright, fine brown eye shape. When the rough surface is formed with a wooden trowel and there are sizing on the surface, immediately use a steel trowel to wipe and press. The sizing and the exposed sand particles are overwhelmed and smoothed to make the surface of the mortar look like a fine brown eye. The plastering surface is smoothed with a 2m scraper, and the lines are straight and square, which should meet the requirements of industry standards for the flatness and verticality of the external wall surface; proceed first; Small-area cement mortar plastering construction (commonly known as model wall), followed by large-area plastering construction; the front and rear cement mortar plastering joints should be painted with interface agent or plain slurry to avoid cracks in the plastering at the joints;

⑤At least one of the following technical measures should be taken to ensure that the cement and water in the external wall cement mortar plastering and the roof cast-in-situ concrete hydration reaction, so that the cement mortar and cast-in-situ concrete can be cured, and the occurrence of cement mortar and concrete is controlled. The cracks are within the allowable range:

a. There are crack-resisting fibers in the ready-mixed cement mortar and concrete. The amount of the crack-resisting fibers is determined according to the manufacturer’s instructions and tested. Note that the catkin-like polypropylene chopped fibers should not be used because the crack resistance is not good; The crack-resisting fiber is dispersed and fully mixed with cement mortar or concrete, or a material that can thicken and retain water, such as cellulose ether MC, can be added to the cement mortar or concrete; for example, the crack-resisting fiber is polypropylene chopped fiber or Other crack-resistant fibers, adding good quality polypropylene chopped fibers, even at higher temperatures (about 35℃), the cement mortar can effectively slow down the drying, cracking, and loss of water within about two days after the cement mortar is applied to the wall. Powdered damage, or even better with film coating (roofing is very convenient for film curing); polypropylene chopped fiber is the lowest price among all kinds of crack-resistant fibers, and can be used to prevent cracking in the initial stage of cement mortar and concrete hardening To an important role, but the polypropylene chopped fiber will disappear in the later stage. As long as the BFRP cloth is installed on the external wall, the polypropylene chopped fiber can be used to prevent cracking at the initial stage of hardening of the cement mortar. Of course, more advanced and durable ones can be used. Crack resistance fiber, such as cellulose fiber;

b. After the surface of cement mortar or concrete is dry to the touch, water should be sprayed for curing in time, especially when the temperature is high, it is necessary to spray water for curing in time, so that the cement mortar plaster layer and cast-in-situ concrete protective layer can be cured under humid conditions and avoid curing. In the process, due to lack of water, the cement mortar and cast-in-situ concrete cannot meet the strength requirements, and pulverization damage occurs; it is better to use strip a and strip b at the same time; because the base layer of plastering is a polymer EPS board, the EPS board cannot be like a brick wall Watering in advance can release water vapor to cure cement mortar or curing concrete. Watering is necessary for curing most of the time, except in low temperature and rainy seasons;

⑥ It is also necessary to implement the relevant technical regulations of the external wall plastering construction method, such as: use theodolite to draw a vertical line and hang the line to make a control line. The EPS board is pasted with cakes and reinforced); when constructing at a lower temperature, anti-freezing measures such as early strength agent, antifreeze, and thermal insulation cover should be added to prevent the cement mortar or concrete from being damaged by freezing damage; Use up in time to avoid long storage time and scrap etc.;

The above construction method of cement mortar plastering on the EPS board can be applied to the plastering of concrete walls and block walls. The base wall to be plastered is required to be clean. Compared with the cement mortar plastering on this type of wall Plastering on EPS board is easier to bond and maintain health;

The above method can ensure that the cement mortar protective layer 8-1 or the roof cast-in-place concrete protective layer 8-2 is reliably bonded to the EPS board, and the strength of the cement mortar and concrete meets the requirements, although metal mesh and inorganic fiber mesh can also be inserted. Cracks, but BFRP cloth pasted on the exterior wall is not needed;

6) Further, referring to the first embodiment, apply the adhesive, paste and install the BFRP cloth 3 on the cement mortar protective layer 8-1 of the external wall, and paste the BFRP cloth 3 on the side of the indoor window, and install the outdoor prefabricated EPS window sill board Install the thermal insulation decorative line on the upper part of the door and window, install the thermal insulation decorative line on the two sides of the window, and install the external wall attachments.

This embodiment is suitable for decoration with paint, and can also be installed with decorative tiles. If the curtain wall decoration board is installed for decoration, the first embodiment is suitable.

Embodiment 3: The construction technology of a low-carbon society in the high-tech era of this embodiment is a construction technology that uses low-strength and inexpensive materials as side formwork strips to produce and process prefabricated components. The prefabricated components include prefabricated concrete sandwich panels. , Precast concrete external insulation board and other precast concrete components; the production and processing of prefabricated components is to use low-strength and cheap materials 11 (such as EPS slats) as the edge template strips of the prefabricated edge (including the edge template of the inner edge of the door window Instead of the side template strip of steel or aluminum plate, use adhesive to paste the side template strip 11 as the edge template strip of the prefabricated member circle (the side template strip is pasted on the platform or the template of the box-type vertical mold, including the movable A steel platform, or a simple concrete or cement floor platform), see Figure 7 to Figure 11.

Precast concrete sandwich panels include precast concrete sandwich wall panels and precast concrete sandwich roof panels, prefabricated concrete sandwich wall panels are used to install prefabricated sandwich concrete shear walls, or non-load-bearing prefabricated sandwich walls with frame structures , Or install indoor separation heating partition wall, use precast concrete sandwich roof panel to install fabricated sandwich roof; precast concrete external insulation board is used to install external thermal insulation concrete shear wall or install frame structure external thermal insulation non-load-bearing wall, or As a semi-finished thermal insulation roof panel installed on the roof; the precast concrete sandwich panel is composed of inner leaf concrete 1, insulation layer 2, outer leaf concrete 8-3 or roof concrete protective layer 8-2, as shown in Figure 5 to Figure 11. The precast concrete external insulation board is composed of the inner leaf concrete 1, the insulation layer 2, the outer protective layer 8-1 of the outer wall, as shown in Figure 3. The thickness of the outer protective layer 8-1 should meet the fire non-spreading requirements, such as thickness No less than 15mm cement mortar protective layer or fine stone concrete protective layer; the semi-finished thermal insulation roof panel is composed of inner leaf concrete 1 and thermal insulation layer 2; non-load-bearing fabricated sandwich walls and fabricated sandwich roofs are under bending The inner and outer leaf concrete of the precast concrete sandwich insulation wallboard used for the bending member is ordinary concrete (yes, but not recommended), or lightweight aggregate concrete (recommended, such as ceramsite) , The inner and outer leaf concrete of the prefabricated concrete sandwich insulation wallboard used for indoor partition walls is lightweight aggregate concrete or foam concrete; the prefabricated concrete sandwich panel or prefabricated concrete external insulation panel used for external walls and roofs Or when the thermal insulation layer 2 of the semi-finished thermal insulation roof panel is an EPS board, or the thermal insulation layer 2 is other thermal insulation material, it needs to be tested to prove that it has the ability to adapt to deformation during long-term use, the bonding interface is not damaged, and the durability meets the requirements; The insulation layer 2 of the precast concrete sandwich panel used for indoor partition heating partition wall is EPS board or rigid foam insulation board such as XPS board. Because the temperature difference between winter and summer of indoor partition heating partition wall is small, it is not affected by wind load, so it can be used Hard foam XPS board; when producing and processing precast concrete sandwich panels or precast concrete external insulation boards, use adhesive to bond the inner leaf concrete 1, the insulation layer 2 and the outer leaf concrete 8-3 or the roof concrete protective layer 8-2 or the external protective layer 8-1 The bonding connection is integrated, and it is not necessary to install fiber-reinforced plastic connecting pieces or stainless steel connecting pieces. Of course, it is also possible to install the connecting pieces, but it is troublesome and increases the cost.

The side template strips used in this embodiment are not available in the current building prefabrication technology. Now the side template strips of steel or aluminum plates are fixed on the steel platform by welding or screws, or the steel template strips are absorbed by expensive high-magnetic iron magnets. Fixed, due to the large specifications of external wall panels, door and window specifications, low recycling rate of side template strips, large consumption of side template strips, troublesome installation of side template strips, heavy labor, welding or screw fixing also destroys the steel platform, greatly Increase the cost of prefabricated components; the width of the EPS board side template is about 50-100mm, which is low in price. The prefabricated inner and outer leaf concrete can be retracted to a certain width than the middle insulation layer, such as 50mm. The insulation layer protrudes to facilitate the joint connection and installation without cracking. The EPS board edge template strip can be pasted with acrylic copolymer emulsion puree, which is easy to paste and fix. When removing and cleaning the edge template strip, a hemp knife can be used to detach the EPS board from the steel plate along the adhesive bonding surface without damaging the steel platform. The EPS board edge template strip can be used as a packaging material to glue and connect with the concrete of the prefabricated component (when prefabricating, apply a little adhesive on the EPS board edge template strip, and the EPS board edge template strip will be glued to the poured concrete), prefabricated After completion, you can use woven packaging cloth to wrap the EPS board side template strip and the edge of the prefabricated member for protection, until the prefabricated concrete sandwich panel or prefabricated concrete external insulation board is installed at the construction site, that is, the side template strip is also the protective material for the edge of the prefabricated component. The cost of side formwork strips is only about 5 yuan/m ² , while the current installation of metal side formwork strips requires 150-200 yuan/m ² .

Non-load-bearing concrete sandwich panels can be prefabricated on the platform or box-type vertical mold prefabrication. The box-type vertical mold prefabrication cost is low, but the width does not meet the width requirements of the window wall. Heavy-duty concrete and large-span prefabricated wall panels and prefabrication The roof panels are not suitable for prefabrication with box-type vertical moulds. However, the box-type vertical form is suitable for prefabricated sandwich wall panels of prefabricated indoor partition walls. The width of the prefabricated sandwich wall panels is 600mm～1200mm. The upper and lower sides of the vertical form also use EPS as side formwork strips, and the two sides of the concrete are more retracted than the middle insulation layer 2. A certain width is convenient for the vertical seam connection of the wall between the windows.

Disassemble the prefabricated non-load-bearing external wall panels installed in the frame structure (including prefabricated sandwich external thermal insulation wall panels or install prefabricated concrete external thermal insulation panels). The joints are located on the window sill wall (see Figure 7) or on the side of the door window It should be (see Figure 22), which is much less work than disassembling and installing the joints in the middle of the window wall. The prefabricated sandwich roof panel is disassembled according to the prefabricated width of the prefabricated equipment. The specifications of various prefabricated components are also subject to transportation conditions. limits.

The prefabrication method for the production and processing of precast concrete sandwich panels or precast concrete external thermal insulation panels is:

1) Should comply with the general regulations of the construction industry;

2) According to the design requirements, the precast concrete sandwich panel and the precast concrete external thermal insulation board shall be in-depth design, determine the separation position of the precast concrete sandwich panel and the precast concrete external thermal insulation board, and prepare the component processing diagram (including the reinforcement diagram, if divided It is advisable to install 45-degree oblique steel bars in the inner and outer leaves of the corners of the door window on the window sill wall. The outer leaf concrete in the precast concrete sandwich panel or the precast concrete external insulation board is at the vertical joint of the wall than the insulation layer 2 And at the adjacent joints of the roof panel (non-support joints), retract to a certain width, such as 50mm, which is exactly the position occupied by the side template strip, which is used to connect the insulation layer 2 at the joint during installation; The drawings of precast concrete sandwich panels and precast concrete external insulation panels indicate the installation of non-combustible thermal insulation materials 9 such as vertical wire rock wool boards, indicating the embedded positions and specifications of the installation of embedded steel plates 4 and the installation of embedded lifting components; Steel plate 4 has a window outdoor corner L-shaped embedded steel plate 4-1 and embedded steel plate 4-2 installed at the rest of the outer wall. When constructing a building with near zero energy consumption, the length of the L-shaped embedded steel plate 4-1 on the side of the window is not appropriate It is advisable to extend into the window frame or enter the window frame not to exceed 50% of the thickness of the window frame. The length of the L-shaped embedded steel plate 4-1 of the precast concrete sandwich panel is the same as the thickness of the outer leaf concrete on the side of the window. Precast concrete For the specifications of the L-shaped embedded steel plate 4-1 for the external thermal insulation board, refer to the second embodiment; when installing the windows, it is advisable to install and connect the inside and outside in a staggered manner. The base wall 1 is fixed, or the indoor window has embedded steel plate 4-3 (when the insulation layer is thick), the connecting iron 15 of the window is connected with the indoor embedded steel plate 4-3, and the indoor embedded steel plate 4 for low-energy-consumption buildings -3 should not be connected to the outdoor L-shaped embedded steel plate 4-1; the specification of the L-shaped embedded steel plate 4-1 should facilitate the installation of the attachments around the window; the embedded steel plate 4-2 installed at the rest of the external wall The outer leaf concrete 8-3 is anchored, or the embedded steel plate 4-2 installed at the rest of the outer wall is pasted with the EPS board with adhesive when precasting the concrete external insulation board, or the L The embedded steel plate 4-1 is pasted on the EPS board in the window non-combustible insulation material 9 and the outer protective layer 8-1; the outer surface of the embedded steel plate 4 is flat with the outer leaf concrete 8-3, as shown in Figure 5, or the embedded steel plate 4 The outer surface is flat with the EPS board of the precast concrete external insulation board; the L-shaped embedded steel plate 4-1 is preferably a hot-dip galvanized steel plate with a thickness of 1.5-2mm, and the embedded steel plate 4-2 at the rest of the outer wall has a thickness not less than 4mm cold galvanized steel sheet is suitable, and effective anti-corrosion measures shall be taken for the embedded steel sheet 4 to ensure that the durability is not less than 50 years;

3) It is necessary to test the bonding between the materials of each layer and the installation of embedded steel plates on the EPS board, and the loading test of the precast concrete sandwich panels installed on the non-load-bearing external wall or roof of the frame structure according to the simple support board:

① Conduct bonding test between the poured concrete (including lightweight aggregate concrete) and the EPS board. The damage should be on the EPS board instead of the bonding interface;

②Paste the embedded steel plate on the EPS board with adhesive in advance for bonding test, and conduct bonding test with the window non-combustible thermal insulation material such as vertical silk rock wool board, to damage the EPS board or non-combustible thermal insulation material, but not on the The bonding interface is qualified;

③On the basis of qualified test bonding, it is necessary to test different spans (such as 3.3m, 3.9m, 4.5m, 5.1m, 6m) and different section heights (such as section heights of 200mm, 250mm) according to the concrete strength grade required by the design. , 300mm, 350mm) prefabricated concrete sandwich panels are subjected to normal section bending test and oblique section shear test. The number of components tested should meet the requirements; this is because the company has never prefabricated prefabricated materials that are bonded layer by layer. This test is required for the bending members of concrete sandwich panels; the thickness of the EPS panels and the total thickness of the components are determined according to different climate zones and different horizontal load combinations during the test, such as precast concrete sandwich wall panels for external installation , The thickness of the inner and outer leaves of lightweight aggregate concrete is 60mm and 40mm respectively when bonding layer by layer, which can meet the requirements of the bending pressure bearing layer thickness and the fire resistance limit of the bending member. The section of the precast concrete sandwich panel can be changed by changing the thickness of the EPS board. Height, change the rigidity of the component and the effective height of bending resistance, but basically do not increase the weight; the force performance of the tested component should conform to the mechanics and concrete structure theory. The materials of each layer cannot be stressed together, and the rigidity of the component is greatly reduced, resulting in large deflection); the test data of each load, deflection, crack, and failure should be recorded to meet the requirements of crack control level, and there is video recording It is advisable to record the load when the non-load-bearing external wall panels and precast concrete sandwich roof panels reach the allowable deflection limit, and a component selection form should be made for design selection, and the prefabricated enterprise's self-inspection should be tested by the legal unit This item is appropriate as a type inspection item; if the inner leaf concrete needs to be installed with grid cloth to prevent cracking when installing non-load-bearing external wall panels, the grid cloth can be installed in the inner leaf concrete near the surface, the mesh of the grid cloth The side length should be 10-20mm; the external wall panels or roof panels exceeding a certain number should also be randomly checked according to a certain proportion and carried out a loading test as the basis for leaving the factory;

The above precast concrete sandwich panels or precast concrete external insulation panels can be installed directly as fabricated wall panels without installing BFRP cloth, but the windows cannot be installed from the inner leaf concrete to the corners of the windows, and the thermal bridges around the windows cannot be eliminated to meet the construction requirements. The standard for near-zero energy-consumption buildings requires thick EPS panels to be installed, and the non-load-bearing walls of the frame structure are not guaranteed to be shear safe. The corners of the windows may crack or even be completely destroyed during strong winds and earthquakes. Prefabricated components The joints are easy to crack, the joints are thermal bridges, and the joints are not well sealed and waterproof;

4) When the outer leaf concrete 8-3 used to install the external wall precast concrete sandwich panel or the BFRP cloth 3 is pasted on the surface of the outer protective layer 8-1 of the precast concrete external insulation board, it is necessary to refer to the first or second embodiment of the Test the bonding of BFRP cloth and concrete, test the bonding of BFRP cloth to each other, and test the bonding of BFRP cloth and non-combustible insulation materials;

5) When prefabricated concrete sandwich panels or prefabricated concrete external insulation panels, the paving order of the materials from bottom to top on the prefabricated platform depends on the equipment conditions of the prefabricated workshop and is determined according to the convenience of prefabrication;

6) Insulation board 2 and embedded steel plate 4 that meet the design requirements should be prepared in advance;

①The specifications of insulation board 2 should meet the requirements of stepwise lap bonding or flat bonding at the vertical joints of the wall or the roof slab, and the flatness should meet the requirements (the large-size EPS board that is not matured is easy to warp, It’s not possible). The EPS board specifications should meet the requirements of precast concrete sandwich panels. The EPS board should minimize the joints (the longest EPS board can reach 6m, and the width is generally 1.22m). The EPS board should be used on non-load-bearing external walls. The length direction of the wall between the windows and the main force direction of the roof panel should preferably have no joints. If there are joints, use step-type lap joints to apply adhesive bonding or plastic bolts to fix them, or brush or scrape when they are flat. Adhesive glues the joints of the EPS board into a whole (it is convenient to connect the EPS board with sanded epoxy resin adhesive, but when the gap is large, the EPS board should be pasted to fill the gap, otherwise it is not suitable for heating areas with thermal bridges). Ensure reliable bonding; EPS board edge seams can be stepped, used for lap bonding when installing the precast concrete sandwich panel on the main structure, and can also be used for flat installation when brushing or scraping the adhesive to squeeze each other Adhesive; the EPS board in the precast concrete sandwich roof panel should be bonded to each other except the side of the joint (if there is a gap, insert the EPS board thin strip, and the two sides of the EPS board thin strip should be glued with adhesive), on the upper part of the EPS board joint The gap should also be painted with waterproof sealing material 2 times for waterproof sealing, the first time is dried and then painted the second time to ensure reliable waterproof sealing of the joints; the L-shaped pre-embedded steel plate 4-1 of the precast concrete sandwich wall panel and the outside The remaining embedded steel plate 4-2 of the wall is anchored with the outer leaf concrete 8-3, and the outer surface of the embedded steel plate 4 is level with the outer leaf concrete 8-3; when precasting the concrete outer insulation board, the L-shaped embedded steel plate 4 1 and the rest of the embedded steel plate 4-2 of the external wall is bonded to the EPS board, and bonded to the non-combustible thermal insulation material 9 on the side of the door window. After the adhesive of the embedded steel plate 4 is cured, the EPS board is placed on the platform for production Process the precast concrete external insulation board, or after the precast concrete external insulation board curing is completed, use the adhesive to paste the corner L-shaped embedded steel plate 4-1 and the window non-combustible insulation material 9 and paste it to the EPS board in the outer protective layer 8-1 And paste the embedded steel plate 4-2 installed at the rest of the outer wall with the EPS board, and the embedded steel plate 4 is flat with the EPS board;

The EPS board installed in the precast concrete sandwich panel of the roof of this embodiment and the EPS board installed on the concrete of the roof slab in the second embodiment have the function of heat preservation and waterproofing, but there are differences: the precast concrete sandwich panel of this embodiment When used as a roof panel and a precast concrete sandwich wall panel as a frame structure, the EPS board is a part of the bending member, and the EPS board participates in the force. Therefore, the sides of the EPS board must be bonded together at the joints of the EPS boards. Otherwise, The precast concrete sandwich panels will break and fail at the joints of the EPS panels; if the inner leaf concrete of the roof can meet the load-bearing capacity of the roof, it will be the same as the roof of the second embodiment. The upper gap of the seam must be waterproof and sealed. It is not economical for prefabricated concrete sandwich roof panels and prefabricated external thermal insulation wall panels to use only the inner leaf concrete to meet the bearing capacity requirements, because the force performance of the EPS board cannot be used, and its bending height is only the inner leaf concrete High steel consumption, small bending stiffness, large deflection, and if the EPS board is bonded with the inner and outer leaf concrete, the EPS board becomes a part of the force-bearing member to participate in the force, then the bending height is the entire precast concrete sandwich The roof panel has high flexural rigidity, small deformation, high shear resistance, and small amount of steel, which embodies "unity is strength". Therefore, it is very important to bond the sides of the EPS board as a whole;

② Make holes in the EPS board at a certain distance, such as the distance is about 500mm, and the hole diameter is about 10-15mm; thin-walled stainless steel pipes can be cut into beveled holes; the holes are to avoid the gap between the EPS board and the concrete that has been poured underneath. There is air in the gap to bond with the lower concrete; otherwise, it is necessary to pour concrete on the EPS board first, and then turn over after the EPS board is bonded with the poured concrete, and then pour the concrete on the other side of the EPS board, which is troublesome;

7) Paste and install the side template strip 11 of low-strength and cheap material on the prefabricated platform, if the side template strip is an EPS board, check whether the dimensional error of the prefabricated component is controlled within the allowable range;

8) The outer side of the side formwork strip can be aligned with the EPS board of the insulation layer 2. Install the inner or outer leaf concrete steel bars, embedded steel plates or pre-embedded hoisting parts in the side formwork strips, and extend the steel bars at the joints. It can be inserted into the side formwork strips to be connected to each other during installation at the construction site, to weld and anchor the embedded steel plate or the embedded hoisting parts with the outer leaf or/and the inner leaf concrete reinforcement, or the embedded steel plate has been glued to the EPS board Fixed

9) Pouring outer leaf concrete 8-2 or outer protective layer 8-1 or inner leaf concrete 1, vibrating and leveling the poured concrete or cement mortar (the automation platform has the vibration function to make the concrete compact and level, and hold it on a simple platform The vibrator vibrates and the scraper is flattened), the thickness meets the design requirements;

10) Apply adhesive to the entire area of the prepared EPS board. The adhesive coating should be moist and full, and should not be missed. Place the EPS board with holes and adhesive coated on the poured concrete or outer protective layer. , The placement position should be accurate, when the adhesive is wet, roll the EPS board, bond the EPS board with the concrete below, and then apply the adhesive to the EPS board opening to fill the EPS strip and squeeze it, and place it above the roof opening of the EPS board Also apply the waterproof sealing material 2 times, and apply the second time after the waterproof sealing material dries for the first time;

11) Apply adhesive to the entire surface of the EPS board. The adhesive coating should be moist and full, and should not be missed. Lay steel mesh on the EPS board, install embedded steel plate 4 or embedded hoisting parts (pre-embedded The steel plate 4 is welded with the steel mesh), or the embedded steel plate 4 has been bonded and fixed with the EPS board, and the inner or outer leaf concrete or outer protective layer is poured when the adhesive is wet and vibrated and flattened;

12) Steam curing or natural curing of precast concrete sandwich panels or precast concrete external insulation panels, and determine whether to put plastic film on the exposed concrete surface for water retention and water curing according to needs;

13) According to the following methods, spot check or comprehensive check the reliability of layered bonding, choose according to needs:

① Lift the precast concrete sandwich panel to a certain height (such as 1m or 2m) with vertical steel bars or pre-embedded hoisting parts at a certain height, shake and drop suddenly, and there should be no shedding, deformation or damage;

②Or partly drill the holes and check whether the layers are bonded with an endoscope, then plug the EPS board, and apply adhesive on both sides to block it;

③Or spot check more than a certain number of non-load-bearing precast concrete sandwich panels or precast concrete external insulation panels, and load them as simply supported panels. When the load reaches the design standard value, the deformation should not exceed the allowable value, then the deformation of the precast component meets the requirements, otherwise The reason should be checked and reprocessed.

When the external wall project needs to install BFRP cloth, paste the BFRP cloth on the outer leaf concrete 8-3 of the precast concrete sandwich panel of the outer wall or the outer protective layer 8-1 of the precast concrete external insulation board. The construction method is:

1) The curing of the precast concrete sandwich panel or the precast concrete external insulation board is completed, and the surface of the outer leaf concrete 8-3 or the outer protective layer 8-1 is dry to the touch and install the BFRP cloth 3;

2) Check and accept the position and specifications of the embedded steel plate installed on the outer leaf concrete 8-3 or the outer protective layer 8-1. If there is any error, it should be corrected, and the embedded steel plate 4 pasted on the precast concrete outer insulation board Paste the fire-proof and heat-insulating material 7, for example, the fire-proof and heat-insulating material 7 is aerogel;

3) The construction method of pasting and installing BFRP cloth on the outer leaf concrete 8-3 or the outer protective layer 8-1 is:

①Full-area paste installation of BFRP cloth: The width and length of the paste installation of BFRP cloth should meet the lap length of each precast concrete sandwich panel or precast concrete external insulation board during installation. It also needs to meet the design requirements for the joint position of the installation of BFRP cloth. Regulations; the width and length of BFRP cloth shall include the length of pasting the BFRP cloth on the window sill wall and the side wall of the window wall to the inner leaf concrete 1, including the part to be pasted on the side of the deformation joint. The BFRP cloth shall be attached to the precast concrete clip The upper and lower lengths of the core board or prefabricated concrete external insulation board are determined according to the design of the horizontal joint structure of the external wall prefabricated insulation board; the BFRP cloth installed on an external wall prefabricated insulation board should have no joints as much as possible, otherwise it will be troublesome; cutting the BFRP cloth It is advisable to apply emulsion on the edge of the BFRP cloth to seal the edge;

②Or locally paste BFRP cloth on the outer leaf concrete of the precast concrete sandwich panel (partially pasted and installed BFRP cloth is only applicable to the concrete sandwich wall panel of the precast external wall, not applicable to the outer protective layer of the precast concrete external insulation board 8- 1 Paste on, because the outer protective layer 8-1 is easy to crack, and the EPS board will shrink when the fire occurs. The outer protective layer 8-1 will fall off): paste and install the BFRP cloth around the door and window openings, and install the BFRP cloth 3 on the windows. The side of the front elevation of the partition wall shall not be less than a certain width, such as not less than 200mm, and there shall be a length of paste installation of the BFRP cloth to the side wall of the window wall to the inner leaf concrete 1 and the installation of the BFRP cloth to the precast concrete The edge of the sandwich panel or precast concrete external insulation board is reserved for the lap joint length; the focus of this local paste installation of BFRP cloth is to paste the BFRP cloth on the side of the door window and the joint of the precast concrete sandwich panel , Can save BFRP cloth; if the precast concrete sandwich panel is partially pasted to install the BFRP cloth, it is recommended that after the precast concrete sandwich panel is installed at the construction site, the BFRP cloth should be pasted and installed with the door and window openings as the center, and the BFRP cloth should be pasted to the corresponding Adjacent to the joints of the precast concrete sandwich panels, BFRP cloth can be saved compared with pasting and installation during prefabrication, and the amount of BFRP cloth installation at the joints is less;

③Or refer to the first and second embodiments, paste the BFRP cloth on the whole area of the construction site, which can reduce the joints of the BFRP cloth, but greatly increase the workload of the high-altitude operation on the site; it is necessary to install the precast concrete sandwich panel or the precast concrete external insulation board to the main structure Fix on the top, and connect the EPS boards at the joints, connect the inner and outer steel bars of the EPS boards, and connect the outer leaves of the joints to the concrete for curing, then paste the BFRP cloth;

④ The paste width of the BFRP cloth and the tensile bearing capacity of the BFRP cloth reserved for installation on the side walls of the window walls should meet the design requirements for the shear bearing capacity of the BFRP cloth. If the design value of the tensile strength of the BFRP cloth itself is not satisfied When anti-shear bearing capacity, the number of layers of pasted BFRP cloth should be increased, the pasting range should meet the design regulations, and there should be a certain safety reserve;

⑤Apply brush or scrape the adhesive to paste the BFRP cloth, use a scraper or trowel to flatten the BFRP cloth, the color of the BFRP cloth should be darkened to indicate that the BFRP cloth is pasted;

⑥ Install precast concrete sandwich panels or prefabricated external insulation panels into fabricated sandwich walls or fabricated concrete walls. After the external insulation walls are installed and fixed in place, cut the BFRP cloth horizontally up and down along the window at the construction site. BFRP cloth is pasted with the indoor non-combustible thermal insulation material 9 on the side of the window wall, and pasted with the inner leaf concrete 1;

4) Refer to the first and second implementations to install the prefabricated EPS board window sill and the upper part of the door and window thermal insulation decorative lines, install the doors and windows, and then install the thermal insulation decorative lines on the two sides of the window, install the external wall attachments, and paste it on the side of the indoor window Apply adhesive to the BFRP cloth, wipe thermal insulation mortar or install other non-combustible thermal insulation materials.

Further, the construction and installation method for installing the precast concrete sandwich panel or the precast concrete external insulation panel as a fabricated sandwich wall or as a fabricated concrete wall external thermal insulation wall or as a fabricated sandwich roof is as follows:

1) According to the relevant regulations of the construction industry and design, install the prefabricated concrete sandwich panel or prefabricated external thermal insulation panel into a prefabricated sandwich wall or install it as a prefabricated concrete external thermal insulation wall or install it as a prefabricated roof after it is fixed in place , Apply adhesive to the EPS board in a stepped lap joint at the seam first, or use plastic bolts and gaskets to fix it or flat-to-bond connection;

2) External wall joint connection: connect the horizontal steel bar at the outer leaf concrete joint (welding is appropriate), apply adhesive on the outer side of the EPS board at the vertical joint and apply it to the side outer leaf concrete, as the brushing The adhesive is poured or scraped to fill the outer leaf concrete at the joint (light aggregate concrete is appropriate); the inner leaf concrete 1 is a load-bearing shear wall when the indoor joint width is large. The steel bars are connected by sleeves, but the width of the adjacent outer leaf concrete of the non-load-bearing sandwich concrete wall panel meets the requirements of the joint horizontal steel bar connection filling joint concrete, such as 50mm×2=100mm, which is the joint width of the inner and outer leaf concrete It can be different; according to the relevant regulations, connect the steel bars that need to be installed and connected at the joint of the inner and outer leaf concrete 1, apply adhesive on the surface of the EPS board, and apply it to the sides of the inner and outer leaf concrete on both sides. Or/and scrape and fill the inner and outer leaves of the concrete;

3) Roof joint connection: As mentioned above, the roof EPS panels are glued to each other at the joints, the steel bars at the inner leaf concrete joints under the roof are connected (welding is appropriate), and adhesive is applied under the EPS panels at the joints, and Paint on the inner leaf concrete on the side, and wipe the inner leaf concrete at the joint along with the adhesive application; then apply the waterproof sealing material on the roof EPS board over the joint 2 times, and dry the first pass After painting for the second time; then connect the steel bars that need to be connected at the outer leaf concrete joints on the roof (welding is appropriate), apply adhesive on the EPS board at the joints, and apply to the outer leaf concrete sides on both sides Side, with the application of adhesive, pouring and vibrating the outer leaf concrete at the cracks of the roof;

4) The concrete at the joints should be cured in a damp state, such as mulching or spraying for curing. After curing the outer leaves of the concrete at the joints of the outer walls, paste the BFRP cloth at the joints to each other. The concrete is preferably slightly expansive concrete.

In this embodiment, the fireproof performance of the wall installed with precast concrete sandwich panels meets the highest level of fire protection requirements. It is easy to install embedded steel plates on the outer leaf concrete 8-3 and install external wall attachments; this embodiment uses precast concrete external insulation panels to install The fireproof performance of the wall is the same as that of the second embodiment, and the external wall attachment structure and the fireproof structure are the same as those of the second embodiment, which are equivalent replacements and fall within the protection scope of the present invention.

The construction and installation method of installing precast lightweight aggregate concrete sandwich panels or precast foam concrete sandwich panels as indoor partition heating partition walls can refer to the vertical joint installation method of external wall installation precast concrete sandwich panels, but does not need to install BFRP cloth .

Embodiment 4: This embodiment is a high-tech era low-carbon society construction technology, which is a prefabricated concrete sandwich panel and a prefabricated concrete sandwich panel installed with a frame structure assembled sandwich outer wall, as shown in the figure 5. The construction technology of installing indoor separation heating partition walls or installing prefabricated sandwich roof panels is shown in Figure 6; -3 or the outer leaf concrete 8-2 of the roof; the inner leaf concrete 1, the outer leaf concrete 8-3 of the outer wall and the outer leaf concrete 8-2 of the roof are prefabricated autoclaved aerated concrete slabs, or roofing The outer leaf concrete 8-2 is cast-in-situ concrete (when the upper roof requires higher strength of outer leaf concrete 8-2), the two sides concrete 25 of the insulation layer 2 of the indoor partition heating partition wall is prefabricated autoclaved aerated concrete slab or Gypsum concrete slabs. If the water resistance, freeze-thaw resistance and weathering resistance of gypsum concrete meet the requirements, gypsum concrete slabs can also be used as inner and outer leaf concrete for non-load-bearing exterior walls. Autoclaved aerated concrete slabs or gypsum concrete slabs are also prefabricated Lightweight concrete slab; when the insulation layer 2 is an EPS board, or other insulation materials are used for the insulation layer 2, it needs to be tested to prove that it has the ability to adapt to deformation during long-term use, the bonding interface is not damaged, and the durability meets the requirements , Or when used to install indoor partition heating partition walls, the insulation layer 2 can be EPS board, or rigid foam insulation board such as XPS board; install non-combustible insulation material 9 on the side of the door and window, and the EPS board protrudes at the vertical joint of the precast concrete sandwich panel A certain width, such as about 50mm, is convenient for connecting the joints during installation. The horizontal joints should be determined according to the horizontal joint structure selected in the design; the prefabricated lightweight concrete sandwich panel is installed as a prefabricated sandwich outer wall of the frame structure, and the installation room Separate heating partition walls, or install fabricated sandwich roof panels.

The prefabrication processing method and installation method of the prefabricated lightweight concrete sandwich panel are:

1) Should comply with the general regulations of the construction industry;

2) Deepen the design according to the design requirements, determine the precast concrete sandwich panel grid of the external wall or roof or indoor partition wall. The division of the external wall according to the partition of the window wall is the simplest, and the component processing diagram (including the reinforcement diagram) ), the insulation layer 2 at the vertical joints of the wall and the adjacent joints of the roof panel (non-supporting joints) protrudes a certain width from the outside of the inner and outer leaf concrete, such as 50mm, which is used to install the insulation layer at the joints 2 Connection; on the precast concrete sandwich panel drawing used for the external wall, the window should be marked with non-combustible thermal insulation material 9, and the embedded steel plate 4 and the embedded position and specifications of the embedded hoisting parts should be marked on the inner and outer leaf concrete and the side of the window. The embedded steel plate 4 has an outdoor window corner L-shaped embedded steel plate 4-1 and a embedded steel plate 4-2 installed on the remaining positions of the outer leaf concrete 8-3, and the installation roof is marked on the drawing of the precast concrete sandwich roof panel The upper embedded steel plate 4-4, or the embedded steel plate 4-5 installed under the roof canopy, if it is not convenient to install the embedded steel plate when the concrete slab is prefabricated, it can be bonded with the concrete slab or anchored steel reinforcement can be installed and connected later ; Take effective anti-corrosion measures for the embedded steel plate to ensure that the durability is not less than 50 years; if the side wall stiffness of the window wall is not enough (due to the low elastic modulus of aerated concrete), the inner and outer leaf concrete at the edge of the window wall can be changed into The cast-in-place lightweight aggregate concrete is bonded to the EPS board, and the installation of the embedded steel plate 4 is the same as in the third embodiment;

3) Carry out the following tests:

① Test the bonding of autoclaved aerated concrete slab or gypsum concrete slab with EPS board, and test the bonding of cast-in-place concrete slab with EPS board. The damage should be located on the EPS board instead of the bonding interface;

②Install pre-embedded steel plates on lightweight concrete slabs for testing, including welding with steel bars in the concrete slab and bonding with epoxy resin adhesive;

③ Carry out loading test on the prefabricated lightweight concrete sandwich panel of external wall or roof:

The prefabrication manufacturer has never prefabricated the prefabricated lightweight concrete sandwich panel of this embodiment, so on the basis of qualified bonding test, refer to the concrete label required by the design in the third embodiment. The prefabricated lightweight concrete sandwich panel of the wall or roof shall be subjected to a normal section bending test and an oblique section shear test. The number of prefabricated components shall meet the requirements, and the force performance of the prefabricated lightweight concrete sandwich panel shall meet the requirements of mechanics and If the theory of concrete structure is not in line, check whether there is a problem with the layered bonding; test data such as load data, deflection, cracks, and failure should be recorded each time, and the crack control level requirements must be met. Video recordings and other materials should be provided. ; The deflection of the external wall panel and the load when the precast concrete sandwich roof panel reaches the allowable deflection limit shall be recorded, and the component selection form shall be made for the design selection, and the legal unit shall test it on the basis of the enterprise self-inspection. This item shall be regarded as the type The inspection items are appropriate; the external wall panels or roof panels exceeding a certain number should also be randomly checked according to a certain proportion and carried out a loading test as the basis for submitting the factory certificate;

In this embodiment, it may be necessary to control cracks in the inner leaf concrete. If cracks need to be controlled, it is advisable to install a grid cloth on the outer side of the inner leaf concrete reinforcement mesh when prefabricating the lightweight concrete slab to prevent cracks. The tensile strength of the grid cloth needs to meet the requirements. ；

4) Prepare prefabricated lightweight concrete slabs, insulation panels 2 and embedded steel plates 4 that meet the design requirements; the other sides of the prefabricated lightweight concrete slabs except for the side of the door and window must be chiseled (should be chiseled in advance, upper and lower ends No chiseling); the flatness of the EPS board should meet the requirements, the specifications of the EPS board should meet the requirements of the precast concrete sandwich board, the joints of the EPS board should be minimized, and the stepped lap joint should be used for adhesive bonding if there are joints. When it is a whole, or when it is a flat surface, brush or scrape the adhesive to connect the side butt joints of the EPS board seams into a whole. Tests should be conducted to ensure reliable bonding; the adjacent EPS boards at the edge of the prefabricated lightweight concrete sandwich board are connected vertically. The seams can be step-shaped or flat-painted adhesives squeeze and paste each other (such as the above-mentioned paste with epoxy resin adhesive); the joints of the EPS panels in the prefabricated lightweight concrete sandwich panel of the roof should be bonded to each other, During installation, the upper gap of the EPS board should be painted with waterproof sealing material twice. After the first pass is dry, the second pass should be painted to ensure reliable waterproof sealing of the joints;

5) Scrape the adhesive onto the prefabricated lightweight concrete board on one side, or/and scrape it onto the prepared EPS board, bond the EPS board with the prefabricated lightweight concrete board, and roll the EPS board; Brush or scrape the adhesive on the other side of the board, or/and scrape it onto the prefabricated lightweight concrete slab on the other side, bond the prefabricated lightweight concrete slab on the other side with the EPS board, and roll the bonded prefabricated lightweight concrete slab The specifications of the concrete sandwich panel should meet the design requirements, and the error should not exceed the allowable value; the thermal insulation layer 2 of the prefabricated lightweight concrete sandwich panel around the door and window is a non-combustible thermal insulation material 9, with a thickness of 50mm;

6) Or, splice and widen the precast lightweight concrete sandwich panel according to the following construction methods:

Because the prefabricated lightweight concrete slabs are all 600mm wide now, it needs to be widened in order to reduce the workload of the joints on the construction site and improve the degree of assembly.

①Connect the steel bars in the adjacent precast lightweight concrete slabs at the joints to reach the width of the precast lightweight concrete sandwich panel that meets the design requirements, and apply the interface agent to the prefabricated lightweight concrete slabs that are shaved on the side. Fill the joints with concrete (lightweight aggregate concrete is appropriate). For example, the autoclaved aerated concrete slab with a width of 600mm is widened to 1200mm;

②Spread or scrape the adhesive on the widened prefabricated lightweight concrete slab or/and EPS board. The specifications of the EPS board are compatible with the widened prefabricated lightweight concrete slab. For example, the width of the EPS board is 1220mm. After the prefabricated lightweight concrete slabs are bonded, the EPS slabs are rolled;

③Spread or scrape the adhesive on the prefabricated lightweight concrete slab or/and EPS board, bond the prefabricated lightweight concrete slab with the EPS board, roll the EPS board, and bond the first half of the prefabricated lightweight concrete board with the EPS board. catch;

④Spread or scrape the adhesive on the EPS board or/and the prefabricated lightweight concrete slab, bond the latter half of the prefabricated lightweight concrete slab with the EPS board, and then roll the prefabricated lightweight concrete sandwich panel, specifications and The error should be within the allowable range; connect the steel bars in the adjacent precast lightweight concrete slabs at the joints;

⑤Apply interfacial agent on the side of the prefabricated lightweight concrete slab (chiseled in advance) and the gap EPS board, and pour the concrete in the filling joint (lightweight aggregate concrete is suitable);

⑥The butt joint concrete is cured by spraying water or covered with a film to form a prefabricated lightweight concrete sandwich panel with widened splicing; the joints of the EPS board in the prefabricated lightweight concrete sandwich panel and the joints of the prefabricated lightweight concrete slabs on both sides are staggered Appropriate

⑦Welding the embedded steel plate 4 with the steel mesh of the inner and outer leaf precast concrete or/and bonding with adhesive. The outer surface of the embedded steel plate 4 should be flush with the inner leaf or outer leaf precast concrete (pre-cut grooves with a milling cutter) , At the same time, it is advisable to use welding with steel bars and anticorrosive epoxy resin adhesive. Check and accept the installation position and specifications of the embedded steel plate. If there is any error, it should be corrected;

7) It is advisable to precast precast light-weight concrete slabs with widened specifications. For example, adding precast autoclaved aerated concrete slabs or gypsum concrete slabs with a width of 750mm series, combined with existing precast concrete slabs with a width of 600mm, can meet the requirements The width of the window wall is 1.5m～2.1m or wider, which reduces the splicing joints and improves the assembly degree of the window wall, gable and roof panel; it is technically feasible to increase the prefabricated autoclaved aerated concrete slab with a width of 750mm Yes, but it is technically difficult to add a 900mm wide autoclaved aerated concrete slab;

8) Refer to the third implementation mode for spot check or comprehensive inspection of the layered bonding reliability of precast concrete sandwich panels. For exterior wall panels or roof slabs exceeding a certain number, the precast concrete sandwich panels should also be spot checked according to a certain proportion, according to the bending components Carry out a loading test. When the load reaches the design standard value, the deformation (deflection) should not exceed the allowable value, and meet the crack control level regulations, as the basis for the factory certificate. If the deformation does not meet the requirements, the reason should be checked and reprocessed;

9) When the outer leaf concrete of the precast concrete sandwich roof panel is heavy-duty concrete, only part of the outer leaf concrete can be poured on the precast concrete sandwich roof panel (to increase the rigidity), or the inner leaf concrete of the precast concrete sandwich panel 1 It is bonded with EPS board to form a semi-finished concrete insulation board. During installation, install the semi-finished concrete insulation board on the roof beam or wall, and set temporary support under the semi-finished concrete insulation board, and connect the joint with the aforementioned EPS board. , Paint the waterproof sealing material on the joints of the EPS board, connect the inner leaf concrete 1-2 under the roof, and apply the adhesive on the entire area of the EPS board in the same manner as in the second embodiment. The adhesive coating should be moist and full, and the EPS board Connect the outer-leaf concrete steel bars laid on the top, or lay the outer-leaf concrete 8-2 steel mesh on the EPS slab, install the embedded steel plate 4 or pre-embedded hoisting parts, pour the outer-leaf concrete 8-2 and vibrate and flatten it. ; Or after the prefabricated lightweight concrete is bonded and connected with the EPS board, steel bars are installed on the EPS board, and the heavy-duty concrete is coated with adhesive on part of the EPS board to become a prefabricated concrete sandwich roof panel that can meet the safety and rigidity requirements of the construction stage , Install this precast concrete sandwich roof panel to the load-bearing beam or wall of the roof, connect the EPS panels at the joints, connect the steel bars at the joints, and paint waterproof sealing materials on the joints of the EPS panels. Apply adhesive to the entire area of the EPS board, the adhesive coating should be moist and full, pour the outer leaf concrete 8-2 and vibrate and flatten it.

The outer leaf concrete of the precast concrete sandwich roof panel can be a precast autoclaved aerated concrete slab, and the cast-in-place concrete is poured near the joint during installation to bond with the EPS board. The precast autoclaved aerated concrete slab should have steel bars anchored to the joint In the cast-in-situ concrete;

Furthermore, it also adds high-strength durable fiber cloth 3, which is basalt fiber cloth, BFRP cloth for short, or other fiber cloth that can replace BFRP cloth; outside the prefabricated lightweight concrete sandwich panel of the external wall When pasting the BFRP cloth on the surface and the side of the window, refer to the third embodiment to test the BFRP cloth. The method of pasting the BFRP cloth 3 on the prefabricated lightweight concrete sandwich panel is the same as that of the third embodiment. The prefabricated lightweight concrete sandwich panel The construction and installation method for installation as an external wall panel or as a roof panel, and as an indoor partition heating partition wall is the same as the third embodiment, which is equivalent replacement, and both fall within the protection scope of the present invention. At present, there is no prefabricated autoclaved aerated concrete sandwich panel, products without prefabricated gypsum concrete sandwich panel and the external walls, interior partition walls, roof panels installed, and the prefabricated autoclaved aerated concrete sandwich panel and prefabricated gypsum concrete are not used. The application of sandwich panels in the utilization of waste and in the construction of near-zero energy consumption buildings.

Embodiment 5: This embodiment is a high-tech era low-carbon society construction technology, which is a construction technology of prefabricated autoclaved aerated concrete semi-finished thermal insulation board; the prefabricated autoclaved aerated concrete semi-finished thermal insulation board is placed on the construction site As a template, it is bonded and installed with the cast-in-place inner leaf concrete to form a semi-assembled sandwich concrete wall; the prefabricated autoclaved aerated concrete semi-finished insulation board is composed of an insulation layer 2 and the outer leaf of the autoclaved aerated concrete slab Concrete 8-3 composition; when the insulation layer 2 is an EPS board, or the insulation layer 2 is other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets According to the requirements, it is advisable to have a horizontal dovetail groove on the inside of the EPS board; brush or scrape the adhesive to bond the EPS board and the outer leaf concrete 8-3 of the autoclaved aerated concrete slab to form a prefabricated autoclaved aerated concrete semi-finished product insulation Board (The drawings are omitted, and Fig. 5 is used instead of the drawings of this embodiment. That is, the outer leaf concrete 8-3 in Fig. 5 is not the poured outer leaf concrete of the third embodiment, but the outer leaf of the autoclaved aerated concrete slab Concrete 8-3). There is no such product as prefabricated autoclaved aerated concrete semi-finished insulation board.

Or further, add embedded steel plate 4 and high-strength durable fiber cloth 3; refer to Embodiments 3 and 4, install L-shaped embedded steel plate 4-1 at the corner of the window outside, and install embedded steel plate 4-2 at the rest of the outer wall. The high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or other fiber cloth that can replace BFRP cloth. Brush or scrape the adhesive to paste the BFRP cloth on the outer leaf concrete of the autoclaved aerated concrete slab. 8- 3. Paste on and on the side of the door window. Paste with non-combustible thermal insulation material, paste with inner leaf concrete 1. The paste width of BFRP cloth and inner leaf concrete 1 shall not be less than the specified value, and the BFRP cloth and inner leaf concrete 1 shall be parallel within the pasting width The tensile bearing capacity should not be less than the shear bearing capacity required by the structural design, and there should be a certain safety reserve; if it does not meet the requirements, the width of the paste between the BFRP cloth and the base wall should be increased, or the installation of a single-layer BFRP cloth should not meet the structural requirements. When cutting the bearing capacity, increase the number of layers of BFRP cloth to be pasted, and increase the pasting range and bearing capacity of the pasted BFRP cloth to meet the design requirements; when installing external wall attachments, use screws to pass through the connecting iron parts of the external wall attachments 15 -1. BFRP cloth, which fixes the connecting iron 15-1 for installing external wall attachments with the embedded steel plate 4.

Use the semi-finished autoclaved aerated concrete insulation board as the outer formwork for the cast-in-place inner leaf concrete 1 at the construction site. Brush or/and scrape the adhesive on the construction site. Firstly, the EPS board joints are stepped and pasted or plastic bolts are used. Add gaskets to fix or connect by bonding, connect the steel bars at the 8-3 joints of the autoclaved aerated concrete slab of the outer leaf (welding is appropriate), and paint the outer side of the EPS board and the side of the adjacent aerated concrete slab at the joints Adhesive, pouring or patching the concrete at the gap (lightweight aggregate concrete is appropriate) to bond with the EPS board, bond with the side aerated concrete board, and then connect the BFRP cloth at the joint after curing to form the cast-in-place inner leaf concrete 1 external formwork; then connect the steel bars of the inner leaf concrete 1 according to relevant regulations, paint or spray adhesive on the inner side of the EPS board as the inner concrete is poured, and each time the inner concrete is poured should not exceed a certain height, and then Brushing or/and spraying the adhesive and then pouring the inner concrete, bonding the EPS board in the semi-finished outer thermal insulation board with the cast-in-situ inner concrete or joining them together to form a semi-assembled sandwich concrete wall.

The bonding method of the outer leaf concrete 8-3 of the autoclaved aerated concrete slab and the EPS board and the method of widening the autoclaved aerated concrete slab are the same as the fourth embodiment, which is an equivalent replacement; in the autoclaved aerated concrete slab The method of installing the embedded steel plate 4 on the outer leaf concrete 8-3 and the side of the door window, and pasting the BFRP cloth 3 on the surface of the outer leaf concrete 8-3 and the side of the door window is the same as that of the third and fourth embodiments. Replacement: The method of installing the window periphery and external wall attachments and the structure and method of installing the outdoor upper window sill and the insulation molding of the window periphery are the same as the foregoing embodiment, which is an equivalent replacement, and should be included in the scope of protection of the present invention.

If the freeze-thaw resistance and durability of gypsum concrete meet the requirements, it can replace autoclaved aerated concrete slabs.

Embodiment 6: This embodiment is a high-tech era low-carbon society construction technology, which uses high-strength durable fiber cloth to replace the cement polymer mortar thin plastering protective layer currently installed with EPS board insulation, and to increase the durability of the external insulation wall Building technology (the drawings are omitted, and the outer protective layer 8-1 in Figure 3 is removed is the drawing of this embodiment), which is composed of base wall or inner leaf concrete 1, insulation layer 2, high-strength durable fiber cloth 3 And embedded steel plate 4; the high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or other fiber cloth that can replace BFRP cloth; the insulation layer 2 is an EPS board, or the insulation layer 2 is made of other insulation materials At the same time, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements. There is no vertical gap between the EPS board and the base wall and between adjacent EPS boards. To avoid fire spreading due to the formation of a chimney effect in case of fire; the embedded steel plate 4 includes the L-shaped embedded steel plate 4-1 at the corner of the window and the embedded steel plate 4-2 at the rest of the outer wall. The L-shaped embedded steel plate 4-1 is used with adhesive Install to the corner of the door window to bond with the EPS board and the non-combustible thermal insulation material 9 on the side of the door window. Use the adhesive to paste the embedded steel plate 4-2 to the position of the EPS board where external wall attachments need to be installed to ensure the embedded steel plate The durability of 4 should not be less than 50 years; paste the BFRP cloth on the EPS board (including the embedded steel plate 4) with an adhesive, and also paste it on the non-combustible insulation material 9 on the side of the door and window, and paste it on On the base wall or inner leaf concrete 1 on the side of the door window, and pasted to the side of the deformation joint; the tensile bearing capacity of the bonding between the embedded steel plate 4 and the EPS board, and the installed window corner L-shaped embedded steel plate The tensile bearing capacity shall not be less than the tensile force (including windows) generated by the most unfavorable load combination value of the external wall attachment weight and negative wind pressure, and a certain safety reserve is required; the width of the BFRP cloth and the base wall on the side of the door window Not less than the specified value, and the parallel tensile bearing capacity is not less than the shear bearing capacity of the BFRP cloth required by the design. If the tensile strength design value of the BFRP cloth does not meet the shear bearing capacity, the number of layers of the BFRP cloth should be increased , There should be a certain safety reserve, and the pasting range should meet the design regulations. Although the fire protection of this embodiment is not good, the fire performance is not worse than that of the current thin plastered thermal insulation wall, and the thin plastered protective layer of cement polymer mortar is easy to crack and seepage, and the durability is poor. The implementation can eliminate doors, windows and exterior walls. There is a problem of thermal bridges, which can be applied in small projects in areas where the wind is not strong; or after installing the BFRP cloth, install decorative tiles, curtain wall decorative panels and other decorative surfaces on the BFRP cloth to improve fire safety.

The energy-saving insulation wall has the following installation methods, which are selected according to convenience:

1) Paste and install the EPS board on the base wall 1 of the construction site, then paste the embedded steel plate 4 on the EPS board, and then paste and install the BFRP cloth on the EPS board and the embedded steel plate 4;

2) Or put the EPS board on the prefabricated platform. The specifications of the EPS board should meet the requirements of the prefabricated concrete sandwich board. Paste the embedded steel plate 4 on the EPS board, and then paste and install the BFRP cloth on the EPS board and the embedded steel plate 4. , To form a semi-finished prefabricated insulation board; install the semi-finished prefabricated insulation board on the base wall 1 at the construction site for external wall insulation; or use the semi-finished prefabricated insulation board at the construction site as a template for the cast-in-place inner leaf concrete 1 to pour the inner leaf Concrete to form a semi-assembled external thermal insulation and energy-saving wall;

3) Or the semi-finished prefabricated thermal insulation board is bonded and compounded with the poured inner leaf concrete 1 on the prefabricated platform to form a prefabricated concrete thermal insulation wall panel, and the prefabricated concrete thermal insulation wall panel is installed as a prefabricated concrete external thermal insulation energy-saving wall at the construction site;

4) Or there is a thin plastering protective layer of cement polymer mortar on the surface of the BFRP cloth (applicable to buildings with low fire protection requirements), or applying adhesive to wipe cement mortar, or sticking dry sticky stone, water-brushed stone decoration or installing glaze The non-combustible protective layer 18 such as face bricks improves the fire protection rating, and the exterior wall decoration layer can be installed on the prefabricated platform, or it can be installed in the construction stage;

5) Or install the non-combustible thermal insulation material 9 on the outside of the BFRP cloth 3, and then install the curtain wall decoration board on the outside of the non-combustible thermal insulation material 9. The curtain wall decoration board is connected with the embedded steel plate 4 through the steel keel. Apply thermal insulation mortar to the BFRP cloth 3 on the side of the indoor door and window to meet the fire protection requirements, as shown in Figure 1 and Figure 2;

6) The prefabricated processing method and installation method of the prefabricated thermal insulation board or semi-finished prefabricated thermal insulation board should meet the general regulations of the construction industry. Connect and paste and install the embedded steel plate on the EPS board for test and test, and paste the BFRP cloth and the tensile strength of the BFRP cloth to each other for test and test, and for the layer-by-layer adhesion test and test between each layer, please refer to the aforementioned implementation The description of the method is an equivalent replacement, and all fall within the protection scope of the present invention.

Embodiment 7: As shown in Fig. 12, a construction technology of a low-carbon society in the high-tech era in this embodiment is to install non-combustible thermal insulation materials on the external walls, and replace the current poorly durable cement polymer mortar with high-strength durable fiber cloth. Plastering protective layer, thermal insulation broken bridge, installation of external wall attachments and building technology to increase the durability of external thermal insulation walls; it is composed of base wall 1, non-combustible thermal insulation material 9, embedded steel plate 4 and high-strength durable fiber cloth 3 Composition; the high-strength durable fiber cloth 3 is basalt fiber cloth, referred to as BFRP cloth, or other fiber cloth that can replace BFRP cloth; the non-combustible thermal insulation material 9 is vertical silk rock wool board, foamed cement board, etc.; will be non-combustible The thermal insulation material 9 is installed on the base wall 1 (adhesive paste or plastic expansion nails for auxiliary fixing); the embedded steel plate 4 includes the L-shaped embedded steel plate 4-1 at the corners of outdoor doors and windows and the embedded steel plate installed at the rest of the outer wall For the steel plate 4-2, use an adhesive to bond the L-shaped embedded steel plate 4-1 and the embedded steel plate 4-2 installed at the rest of the outer wall to the non-combustible insulation layer material 9 (the vertical silk rock wool board has a resistance perpendicular to the surface of the board. Tensile strength, the tensile strength of the horizontal wire rock wool board is very small, so it is not suitable for use), or connect the embedded steel plate 4-2 installed at the rest of the outer wall to the base wall 1 (this is a thermal bridge, which requires energy-saving insulation It is possible to connect the pre-embedded steel plate to the base wall 1) for low-level projects. The pre-embedded steel plate 4-2 installed at the rest of the exterior wall corresponds to the location where the exterior wall attachments need to be installed on the exterior wall; the pre-embedded steel plate 4 The tensile bearing capacity of the bonding area between 4 and the non-combustible insulation material 9 should not be less than the combined value of the weight of the external wall attachment and the combined value of the negative wind load on the pulling force of the embedded steel plate 4, and there is a certain degree of safety Reserve; use adhesive to paste the BFRP cloth 3 on the surface of the non-combustible insulation material 9, and also paste it on the side of the door window and paste it with the non-combustible insulation material 9 (the non-combustible insulation material on the side of the door window and the non-combustible insulation material on the facade can be the same or different ), also stick to the inner base wall 1, and paste it to the side of the deformation joint, or use plastic anchors to pass through the BFRP cloth 3, non-combustible insulation material 9 and the base wall 1; BFRP cloth and the side base of the door window The wall paste width is not less than the specified value such as 150mm, and not less than the shearing force borne by the side of the design calculation window, the tensile bearing capacity required by the BFRP cloth, if the design value of the tensile bearing capacity of the BFRP cloth does not meet the shear resistance When carrying capacity, the number of layers of BFRP cloth to be pasted should be increased, there should be a certain safety reserve, the pasting range should meet the design regulations, and the outside of BFRP cloth 3 can be decorated at will. Most non-combustible thermal insulation materials have unstable stress performance and unstable waterproof and freeze-thaw resistance. However, with the development of science and technology, new non-combustible thermal insulation materials may appear, and some areas have low wind power. When installing curtain wall decorative panels on external walls, waterproof The insulation material is well protected, and the non-combustible insulation material may meet the requirements of use. The method of pasting the BFRP cloth 3 on the non-combustible thermal insulation material 9 is the same as that of the first embodiment, which is an equivalent replacement.

Embodiment 8: The construction technology of a low-carbon society in the high-tech era of this embodiment, as shown in Fig. 13, is a kind of shock-absorbing and shock-absorbing material used in the building foundation energy-dissipating and shock-absorbing structure. The foundation 20 is composed of the foundation 20, the foundation 30, and the shock absorption material 40; the foundation 20 is a variety of foundations, such as a box foundation, a whole slab foundation, a slat foundation, an independent foundation under a column, a foundation ground beam, a box foundation or a whole Sheet-pile foundation, pile foundation cap slab, pile foundation cap beam, masonry brick foundation, stone foundation, etc.; the shock-absorbing and shock-absorbing material 40 is an elastic material, and the shock-absorbing and shock-absorbing material 40 elastically recovers Rate, compressive strength and durability should meet the requirements of use. For example, the shock-absorbing and shock-absorbing material 40 is natural rubber, synthetic rubber, elastomer material, or closed-cell polyethylene foamed plastic PE board, etc.; between the foundation 20 and the foundation 30 Install the shock-absorbing and shock-absorbing material 40 between them. During the construction of the foundation of the building, the shock-absorbing and shock-absorbing material 40 is laid and installed on the foundation 30, and then the foundation 20 is poured on the shock-absorbing and shock-absorbing material 40. Concrete or other foundations, namely the foundation A shock-absorbing and shock-absorbing material 40 is installed between 20 and the foundation 30. From the current point of view, the shock-absorbing and shock-absorbing material with ease of construction is polyurethane elastomer. Polyurethane elastomer has shock-absorbing properties, its hardness, strength and other properties can be adjusted in a wide range, there are multiple forming methods, and construction and installation are convenient. Lay the prefabricated polyurethane elastomer TPU (preferably microporous) on the foundation. In the construction site, you can use the cast polyurethane elastomer CPU (microporous) to bond the gaps between the prefabricated polyurethane elastomers and install them in the building. The polyurethane elastomer under the foundation is not only the damping of the shock-absorbing material, but also the waterproof layer at the bottom of the foundation. When there is a pile foundation, a cylinder of shock-absorbing and shock-absorbing material can be installed in the bored hole of the pile foundation. The cylinder of shock-absorbing and shock-absorbing material 40 can be a closed-cell polyethylene foamed plastic PE board, which is low in price and will absorb shock. The shock-absorbing material plate is bent into a cylindrical shape, and the joints can be bonded by hot melt or polysulfide glue to connect each section of the cylinder to waterproof, and then pour the pile foundation concrete in the 40 cylinder of shock-absorbing and shock-absorbing material .

Furthermore, it also adds granular materials, and granular materials are added to the shock-absorbing and shock-absorbing material 40, and the granules are also damping. If the particles are ceramsite particles, the price of ceramsite is low. If aluminum balls or plastic balls are used as the particles, the price is high; the density of ceramsite particles is about 400～900kg/m3, and the cylinder pressure strength is not less than 1.5MPa; when the polyurethane elastomer is injected When in the mold, granular materials with proper particle size, proper density, proper cylinder compression strength, and durability requirements can be added in layers. The injected polyurethane elastomer wraps the granular materials, which reduces the cost and adds shock-absorbing and shock-absorbing materials 40 The damping and compressive strength.

Economic analysis: Assuming that the foundation is a whole slab foundation, the number of building floors is 20-30, and the ground area of the foundation is slightly larger than the building area of each floor. 50-100mm thick polyurethane elastomer board TPU is installed under the foundation, material price + labor The cost is about 1250~2500 yuan/m ² , and the increased cost of installing polyurethane elastomer is allocated to about (60~90) yuan/m ² on each floor area, but it can reduce the amount of steel and concrete used for the main structure of the building. , So as to reduce the cost of the main structure of the building by more than (60-90) yuan/m ² , especially when the building will not be damaged in the rare earthquake, it is of great significance to greatly reduce the building cost and avoid damage during the earthquake.

Or/and paste and install thermal insulation materials on the side of the underground exterior wall, such as installing foamed plastic such as XPS board, or paste and install other foam materials with greater elasticity besides the current wall thermal insulation materials on the side of the underground wall As a thermal insulation material, such as closed-cell polyethylene primary foamed plastic PE board, the function of installing other foaming materials on the side of the underground wall is: not only has a thermal insulation effect, but also other foams pasted on the underground wall when an earthquake occurs The material can buffer the effect of the thrust of the soil on the underground wall during an earthquake. However, PE foaming materials are difficult to bond. Polysulfide glue can be used to glue the closed-cell polyethylene foamed plastic PE board to the wall.

Or further, add a plastic film 50, install the plastic film 50 such as LDPE film under the elastomeric material 40 or paste it on the side, and paste it to the side of the underground external wall, or between the building foundations and the indoor foundations Lay a plastic film 50 on the foundation of the building. Polyurethane elastomer may breed mold. Installing LDPE film under and on the side of the polyurethane elastomer can protect the polyurethane elastomer. The seams of the LDPE film can be welded by hot melt or bonded with polysulfide glue, and the price is low. LDPE film has high flexibility, high tensile strength, and strong environmental resistance. Although some waterproof membranes can be used to replace plastic film 50, the waterproof membranes are expensive and the joints are troublesome and easy to leak. Underground engineering waterproofing has always been a difficult problem in construction. In this embodiment, installing plastic film under elastomer materials and installing LDPE film as the underground engineering waterproof layer (joint welding) can completely solve the underground engineering waterproof problem, with low cost and good durability. , To reduce the cost of underground waterproofing projects, so although the installation of shock-absorbing and shock-absorbing materials 40 may reduce the cost.

Embodiment 9: This embodiment is a low-carbon society construction technology in the high-tech era, as shown in Figures 14 and 15. It is a construction technology that installs a frame structure indoor partition wall as a damping wall: it is composed of the main body of the building. The structure 10, the wall 25 and the elastomeric material 40 are composed; a gap of a certain width is reserved between the wall 25 and the beam 10-1 and the column of the main building structure 10, and the elastomeric material 40 is installed in the gap, for example, the elastomeric material is Injected polyurethane elastomer CPU (preferably microporous), the elastomer material 40 bonds the wall 25 of the indoor partition wall and the main building structure 10, and the elastomer material 40 is the damping of the indoor partition wall. Take measures such as painting fireproof paint on the outside. The indoor partition wall of the frame structure becomes a damping wall. A compression spring can be installed between the wall 25 and the main building structure 10 to prevent the partition wall from collapsing in case of fire; the indoor partition wall is Non-insulation wall or sandwich insulation wall, with EPS board insulation layer in the middle of the sandwich insulation wall, or other insulation material that adapts to deformation and can transfer stress, and the joints between the EPS board insulation layers are bonded to each other , The EPS board and the two side walls 25 are bonded to each other, and the four sides of the EPS board are bonded to the beams 10-1 and columns 10-2 of the main building structure 10; the two side walls 25 are prefabricated panels installed , Such as autoclaved aerated concrete slab or gypsum concrete slab, or the two side walls 25 are masonry walls.

The EPS board is a soft foam material. When the deformation is not more than 5%, it is within the elastic range. The EPS board is pasted with the beams and columns of the main structure of the building. When the angular displacement occurs between the upper and lower layers, the EPS board becomes the damping of the indoor partition wall. Increase the damping effect of the indoor partition wall. In this embodiment, the energy-saving and thermal insulation wall technology is unified with the shock-absorbing and shock-absorbing technology. It is now proposed that the damping wall is made of special asphalt sandwiched between two steel plates, which is neither sound insulation nor heat preservation, heavy in weight, poor in fire resistance, and high in cost. This embodiment is simple and convenient to install.

Prefabricated panels can be pre-bonded with EPS panels to form prefabricated sandwich wall panels. The EPS panels protrude to a certain width around the prefabricated panels. When installing prefabricated sandwich wall panels at the construction site, connect the EPS panels to the upper and lower floors and side columns. Adhesive bonding (epoxy structural glue is the most convenient), bonding and connecting the joints of the EPS board, connecting the horizontal steel bars on the two sides of the joint, and then smearing the concrete at the joint, and then connecting them into a whole Polyurethane elastomer CPU is injected into the gap between the prefabricated sandwich wall panel and the main structure of the building. It is also possible to paste and install the EPS board at the construction site, then install the prefabricated board on both sides of the EPS board, and then inject the CPU into the gap between the prefabricated board and the beams and columns of the main structure of the building.

Embodiment ten: Figure 17~Figure 23, a low-carbon society construction technology in the high-tech era in this embodiment is a prefabricated wall panel installed on the frame structure, and the installed external wall panel and the frame structure The installation of elastomer materials between beams and columns is a damping construction technology; it is composed of frame beams 10-1, columns 10-2, external wall panels 60, and elastomer materials of the main building structure 10; the external wall panels 60 are installed on the frame Outside of beam 10-1 and column 10-2; a gap of a certain width is left between the external wall panel 60 and the frame beam 10-1 and column 10-2; the frame beam 10-1 is installed with steel parts to hang the external wall panel 60 The hanging point 60-1 is formed, and the frame beam 10-1 is also installed with steel parts to support the upper layer of the external wall panel 60 to form the limit point 60-2, or the suspension point 60-1 and the limit point 60-2 Installed on the outside of the column 10-2; the screw a of the hanging point and the inserted steel parts 1-4 in the limit point are allowed to carry out horizontal and vertical displacements within a certain range (see Figure 19, screw a and There is an elastomer material 40 around the inserted steel part 1-4, but its displacement range is respectively limited by the steel plate hanger 10-3-3 and the supporting steel part 10-3-4 installed on the fixed steel part 10-3 on the beam) ; At the hanging point 60-1 and the limit point 60-2 of the external wall panel 60 and the frame beam and column, and at the appropriate position of the gap between the external wall panel 60 and the frame beam 10-1 and column 10-2 Inject the elastomer material 40 (every certain distance, and calculated according to the force), for example, the elastomer material 40 is an injected microporous polyurethane elastomer CPU, and the external wall panel 60 is bonded and connected to the outer side of the main structure of the building. The elastomer The material is the damping of the external wall panel. When the main structure of the building is horizontally displaced, the external wall panel lags behind the displacement of the main structure of the building, thereby reducing the displacement of the main structure of the building.

Therefore, the horizontal displacement of the main structure under wind load and earthquake is reduced; the external wall panel 60 is a precast concrete sandwich wall panel (recommended), or a precast concrete external insulation panel, or a precast concrete wall panel.

There are various installation structures for the external wall panel 60, and the following installation structures are recommended:

1) When there is a wall between windows between the external wall panels 60 or when the external wall panels 60 form a wall without door and window openings, install the fixed steel parts 10-3 under the beam 10-1 (such as installing angle steel under the beam, see figure 17～Figure 23, or the elongated steel plate is installed on the lower side of the beam, and the angle steel is installed under the beam to facilitate indoor disassembly and maintenance), the upper end of the fixed steel piece 10-3 for hanging the external wall panel 60 is the hanging point 60-1. The hanging point 60-1 is the main stress point for hanging the external wall panel 60; the upper end of the fixed steel piece 10-3 supports the upper layer of the external wall panel 60 and the lower end is the limit point 60-2, and the limit point 60- 2 is to limit the distance between the external wall panel 60 and the main structure 10 of the building, and also play a certain role in supporting the external wall panel 60; thus, the upper and lower points of the inner side of the external wall panel 60 are respectively under the beam 10-1 of the main building structure Fixed steel parts 10-3 fixed;

The upper steel plate 10-3-1 and the lower steel plate 10-3-2 (such as welding installation) are respectively installed on the fixed steel member 10-3 of the hanging point 60-1, and the steel plate hanging member 10-3-3 is supported. Hold the lower steel plate 10-3-2, the upper end of the steel plate hanger 10-3-3 and the upper steel plate 10-3-1 are anchored, and an adhesive (such as epoxy resin) is used to paste the wear-resistant cushion on the lower steel plate 10-3-2 The sheet 35, such as the wear-resistant buffer gasket 35, is a microporous polyurethane elastomer TPU sheet; there is a pre-embedded steel plate 1-1 at the upper end of the inner leaf concrete 1 of the external wall panel 60 (it is recommended that the embedded steel plate 1-1 be located in the inner leaf concrete Inside, do not form a thermal bridge through the external wall panel 60), anchor the screw a and the hole of the embedded steel plate 1-1 (when installing the external wall panel 60, drill holes at the construction site and use structural glue to bond and anchor), Or/and use other anchoring methods such as welding to anchor the screw a and the embedded steel plate 1-1; then pass the screw a through the groove between the steel plate hanger 10-3-3 and the upper steel plate 10-3-1, and then Pass the screw a into the fixed steel part 10-3 installed on the beam 10-1 (as shown in Figure 18 and Figure 19, the fixed steel part 10-3 is an angle steel, or a steel plate can be installed on the outside of the beam, but the fixed steel part 10 -3 is the angle steel for future disassembly and maintenance) The holes are fixed with nuts and gaskets (or gaskets); the gravity of the external wall plate 60 transmitted to the screw a presses on the wear-resistant cushion gasket 35 and the lower steel plate 10-3-2 , The gravity of the external wall panel 60 is transmitted to the steel plate hanging member 10-3-3 through the screw a, and then to the fixed steel member 10-3; the holes of the fixed steel member 10-3 and the steel plate hanging member 10-3-3 The length of the groove in the horizontal direction and the height of the vertical direction of the wallboard are greater than the diameter of the screw a, allowing the screw a to swing in the horizontal and vertical directions, and the swing amplitude is determined by the structural design. It is around the screw a and the steel plate hanger 10-3 -3 Inject the elastomer material 40 from left to right. For example, the elastomer material 40 is a microporous polyurethane elastomer CPU. The building will swing from side to side during an earthquake or strong wind. The damping effect of the elastomer material 40 can slow down the swing amplitude and frequency of the external wall panel 60. Reduce the seismic effect, reduce the shearing force of the pillar 10-2 of the main structure of the building against lateral displacement, and reduce the column concrete section and the amount of steel reinforcement;

The limit point 60-2 is to anchor the supporting steel part 10-3-4 to the fixed steel part 10-3, as shown in Figure 20; 2. Anchor the wall plate steel parts 1-3 and the embedded steel plates 1-2 (as shown in the figure, the steel parts 1-3 are angle steel, welded or screwed and anchored with the embedded steel plates 1-2), wall plate steel parts 1- 3 There are inserted steel pieces 1-4. For example, the inserted steel pieces 1-4 are thick steel bars. The upper ends of the inserted steel pieces 1-4 are anchored with the wall plate steel pieces 1-3. When installing, insert the inserted steel pieces 1-4 into In the hole of the supporting steel piece 10-3-4, insert the steel piece 1-4 to inject the elastomer material 40 around, and the inserted steel piece 1-4 can move left and right in the supporting steel piece 10-3-4. The elastomer material 40 has a buffering effect on the displacement of the inserted steel parts 1-4; there is a wear-resistant buffer gasket 35 between the wall plate steel parts 1-3 and the supporting steel parts 10-3-4;

2) When there is no wall between the windows between the external wall panels 60, and the facade of the external wall is horizontal row windows, the hanging point 60-1 is located on the upper part of the beam 10-1 of the main structure of the building, and is installed and fixed on the upper part of the beam 10-1 Steel 10-3^; the limit point 60-2 is located at the lower part of the beam 10-1, and the fixed steel part 10-3* is installed at the lower part of the beam 10-1, see Figure 21, Figure 23; the external hanging of the horizontal row window The connection structure of the inner leaf concrete 1 of the wall panel 60 and the two fixed steel parts 10-3 ^ and the fixed steel parts 10-3* installed up and down on the beam 10-1 is the same as the above-mentioned hanging wall panel 60 installation when there is a window wall. The suspension point 60-1 and the limit point 60-2 have the same structure.

Because the verticality of the main structure of the building has a certain error, it is necessary to adjust the outer surface of the fixed steel part 10-3, the fixed steel part 10-3^ and the fixed steel part 10-3* so that they are on the same vertical plane; or Adjust the outer elongation of the upper steel plate 10-3-1, the lower steel plate 10-3-2, and the supporting steel piece 10-3-4, so that the installed external wall panel 60 is located on the same vertical surface, so that the upper steel plate The gap between 10-3-1 and the lower steel plate 10-3-2 and the embedded steel plate 1-1, as well as the gap between the supporting steel piece 10-3-4 and the steel piece 1-3, paste and install anti-extrusion Pressure cushioning material, such as extrusion-resistant cushioning material is extruded polystyrene XPS sheet or microporous polyurethane elastomer TPU sheet; between the screw a in the steel plate suspension 10-3-3 and the upper steel plate 10-3-1 Insert the gap between the steel piece 1-4 and the fixed steel piece 10-3, install foam material such as molded polystyrene EPS sheet (the filling material in this gap is not stressed, and the EPS sheet can be installed) Or XPS film or TPU film, can be pasted with epoxy resin adhesive.

If some projects install the hanging point 60-1 and the limit point 60-2 on the outside of the column 10-2, it is more convenient to install the external wall panel 60 (for example, the external wall panel 60 has a larger size). The hanging point 60-1 and the limit point 60-2 are installed on the outside of the column 10-2; or it can be installed on the beam 10-1, or the hanging wall panel 60 can be installed on the column 10-2. Point 60-1, limit point 60-2. When the length of the sill wall between the upper and lower windows is not large, it is not necessary to set the hanging point 60-1 and the limit point 60-2 to connect with the sill wall, and inject the elastomer material 40 to partially connect the sill wall and the beam. Adhesive connection is enough, because the elastomer material 40 has considerable tensile strength, reducing the amount of installation work; but if the length of the window sill wall is longer, you can refer to Figure 23 to install the hanging point 60-1 and the limit point 60- 2 Connect with beam 10-1.

When installing the external wall panel 60, take the axis as the reference, and determine the position of the external leaf concrete 8-3 and the inner leaf and external leaf concrete of the external wall panel 60 at a certain distance away from the facade of the external wall, and determine the upper and lower positions of the horizontal joints of the external wall panel 60 , Mark the beam 10-1 or/and column 10-2 of the main structure. When prefabricating the external wall panel 60, the pre-embedded steel plates that are temporarily fixedly connected to the floor or/and the beams and columns should be pre-embedded on the inner leaf concrete 1, and the external wall panel 60 should be temporarily fixed in place after the installation position of the external wall panel 60 is determined. Install the limit point 60-2 of the external wall panel 60, and the inserted steel piece 1-4 should be located at the center of the supporting steel component 10-3-4; then install the hanging point 60-1 of the external wall panel 60 to hang the external wall panel 60 The screw a is installed on the upper end of the wall plate 60, and the screw a is inserted into the center of the groove of the steel plate hanger 10-3-3 and the center of the hole of the fixed steel member 10-3 to be fixed. Because there is a gap between the installation of the external wall panel 60 and the beam 10-1 or/and the column 10-2, during the installation of the external wall panel 60, the construction can be done by looking down on the beam or on the side of the external wall panel 60. Paste XPS sheet or TPU sheet or EPS sheet in the gap of point 60-2, and inject elastomer material 40 around the inserted steel piece 1-4, because installing XPS sheet, TPU sheet, EPS sheet or injecting elastomer material 40 is Allow a certain error; then install the hanging point 60-1; connect the insulation layer 2 of the external wall panel 60 and the already installed external wall panel insulation layer 2 with adhesive at the vertical joints, and the external wall panel 60 After the hanging point 60-1 and the limit point 60-2 are installed, the inner leaf concrete 1 and the inner leaf concrete 8-3 of the adjacent external wall panels 6 are respectively connected. .

It is advisable to paste the BFRP cloth 3 on the external wall panel 60. Paste the BFRP cloth 3 on the lower end and the inner side of the wall panel to a certain length, such as 150mm wide. Under the action of negative wind pressure and horizontal earthquake, the local end of the inner leaf concrete is subjected to greater stress, and stress concentration failure occurs. When installing the BFRP cloth on the prefabricated sandwich wall panel, the BFRP cloth is lapped and pasted at the vertical joints. It can also be installed at the horizontal joints at the vertical joints of the corners. The outer end is made of silane-modified polyether glue. That is, MS glue is waterproof and sealed, and the aluminum silicate needle-punched blanket is installed inside to prevent fire.

After installing the prefabricated sandwich wall panel externally on the frame structure, at the upper and lower horizontal joints of the prefabricated sandwich wall panel, the outer end is waterproof and sealed with silane-modified polyether glue, namely MS glue, and adapts to the displacement of the upper and lower wall panels at the gap. Install aluminum silicate needle-punched blankets and other non-combustible thermal insulation materials 9 on the inside of the joints to prevent the EPS panels from igniting the EPS panels once the fire flame is strung into the thermal insulation layer; Rebar) connection.

Implementation mode eleven: Figure 24, Figure 25, a high-tech era of low-carbon society construction technology in this embodiment is a kind of installation of anti-side movement diagonal bracing and The main structure of the building is connected to resist the horizontal displacement of the building; it is composed of the main building structure 10, the insulation layer 2, the anti-side movement diagonal brace 22, the inner leaf concrete or the base wall 1, the outer leaf concrete 8-3 or The non-combustible material protective layer 8-1 outside the thermal insulation layer is composed; the thermal insulation layer 2 is an EPS board, or when the thermal insulation layer uses other thermal insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation during long-term use, and the bonding interface is not Damage, durability meets the requirements; the anti-side movement diagonal brace 22 is steel bar, steel plate or section steel, it is recommended to use steel plate for the anti-side movement diagonal brace; for example, the non-combustible material protective layer 8-1 is a cement mortar plastering protective layer and cement polymer The mortar is thinly plastered or the vertical silk rock wool board (the vertical silk rock wool board can have a protective layer);

The outer wall of the main building structure 10 is a concrete wall (including the inner leaf concrete 1 of the fabricated wall) or other load-bearing masonry walls, and the load-bearing masonry wall has ring beams 10-1 or structural columns 10-2 , Or when the main building structure 10 is frame structure beam 10-1, column 10-2 (including wooden structure beam column); EPS board is located between the inner leaf concrete 1 and outer leaf concrete 8-3 of the outer wall, or EPS board Located between the inner-leaf concrete or base wall 1 and the non-combustible material protective layer 8-1, as shown in Figure 24, the base wall 1 is a load-bearing masonry or a frame structure non-load-bearing wall, or a wooden structure wall , Paste and install the anti-side movement diagonal brace 22 in the groove inside the EPS board, and anchor the anti-side movement diagonal brace 22 with the main building structure 10;

When the energy-saving insulation wall is an indoor partition wall, see Fig. 25. The wall 25 on the two sides of the EPS board is cast-in-place concrete, or prefabricated board or masonry wall; 22 is pasted and installed on the two sides of the EPS board, and the two ends of the anti-side movement diagonal brace 22 are anchored to the main building structure 10; such as the anti-side movement diagonal brace 22 and the beam 10-1 (including the frame structure beam and the ring beam) or return Anchorage with column 10-2 (including frame structure column and structural column in load-bearing masonry);

The epoxy resin adhesive 26 can be applied to the inner and outer surfaces of the anti-side movement diagonal brace 22. The adhesive coating meets a certain thickness and is pasted in the groove of the EPS board to form a paste installation on the EPS board and the anti-side movement diagonal brace and construction The main structure is connected to resist the horizontal displacement of the building.

Deepen the design according to the design requirements, draw icons or text to explain the location and specifications of the anti-side movement diagonal brace 22 installed on the side of the EPS board, and the connection structure with the main structure.

This embodiment can be used in various base-level walls at the construction site: including load-bearing concrete walls or load-bearing masonry, or frame structure non-load-bearing masonry, or install anti-side movement diagonal braces 22, install EPS panels, Install the non-combustible material protective layer 8-1 outside the EPS board; anchor the anti-side movement diagonal brace 22 to the main structure of the building, and then paste the EPS board on the base wall. There are grooves on the EPS board, and epoxy resin is applied to the grooves Adhesive or anti-corrosion epoxy resin adhesive, stick the anti-side movement diagonal brace 22 in the EPS board groove; install the non-combustible material protective layer 8-1 on the EPS board.

Deepen the design according to the design requirements, draw icons or text to explain the location and specifications of the anti-side movement diagonal brace 22 installed on the side of the EPS board, and the connection structure with the main structure. In this embodiment, BFRP cloth can be installed on the outer surface of the energy-saving insulation wall and the side of the window.

Embodiment Twelve: This embodiment is a high-tech era low-carbon society construction technology, which is composed of a base wall and high-strength durable fiber cloth, the high-strength durable fiber cloth is basalt fiber cloth, BFPR cloth for short, or Other fiber cloth with the performance of basalt fiber cloth; use adhesive to paste BFPR cloth along the building circumference, and also paste the BFPR cloth on the side of the window wall until it is wound and bound on the inner side of the window wall, or along the corners of the indoor and outdoor windows The BFPR cloth is pasted in the direction of 45 degrees, so that the brittle wall that has no ability to resist earthquakes and strong winds becomes a wall that has the ability to resist earthquakes and strong winds. Brittle walls such as load-bearing masonry or non-load-bearing masonry, and even concrete walls with a small amount of reinforcement are also brittle walls.

The foregoing descriptions are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention. Inside.

Instructions on the use of adhesives:

The following items are the adhesives that can be used in the present invention, for reference only. Because adhesives are a huge system in the chemical industry with many varieties, different manufacturers produce the same types of adhesives. The following mixing ratios are for reference only. Hope to achieve the following effects:

1) It is hoped that the project will be perfected in the process of using the adhesive, and everything depends on whether the bonding test is qualified. There may be other adhesives that can meet the requirements of the present invention, and new types of adhesives continue to appear. As long as they are non-toxic and harmless, they can be used to meet the requirements of bonding strength and durability. They can replace the adhesives used by the present invention as a reference. Some More than one type of adhesive can be used for the bonding interface, which can be selected according to the convenience of construction.

2) Adhesives are indispensable for energy-saving and thermal insulation projects. Project managers are familiar with adhesives, which is very important to ensure the quality of energy-saving thermal insulation projects. It is hoped that project managers can be familiar with adhesives in the use of adhesives, and be able to flexibly control the mixing ratio, and pass when preparing polymer adhesives. Adjust the cement-based acrylate emulsion or the content of the cement-based acrylate copolymer emulsion, and adjust the content of other additional materials to meet different bonding requirements.

Article 1 Paste the embedded steel plate or the anti-side movement diagonal brace to the EPS board or to other insulation layers, using epoxy resin adhesive (sand can be added), or using other adhesives other than water-soluble adhesives, adhesives Should meet the requirements of bonding strength and durability. The bonding test between the steel part and the insulation layer, as well as the bonding test between the insulation layer and the base layer, the damage should occur on the insulation layer, instead of damage at the bonding interface, it is qualified. Now it can be in the wet base layer. Epoxy adhesive for pasting on. Although it is possible to paste the embedded steel plate and EPS board with a higher concentration of water-soluble adhesive such as cement-based acrylate copolymer emulsion adhesive, it increases the inspection workload for each embedded steel plate, which affects the construction progress, which is troublesome and impossible. Row. Epoxy resin adhesive (sand can be added) can also be used to paste EPS boards or other insulation boards with the base layer.

The natural environment varies from place to place, and the content of corrosive substances such as acid rain in the air is different. In order to improve the durability of the embedded steel plate, in addition to adopting long-term anti-corrosion measures for the embedded steel plate, such as hot-dip galvanized steel or cold-galvanized steel, it is also necessary to add other materials to modify the epoxy resin adhesive to increase its Anti-corrosion performance, such as adding a certain amount of layered powder with high-diameter ratio (diameter-thickness ratio is not less than 180 times, even up to 200 times), high purity (about 99%), and meeting certain fineness requirements Such as mica powder and auxiliary materials (a small amount of bentonite, etc.) or add high-diameter-thickness ratio glass flakes and stir evenly, the quantity should be determined by experiment. Epoxy resin itself is an anti-corrosion material. The addition of layered powder greatly increases the anti-corrosion effect. The high-diameter-thickness ratio of mica powder makes it have "shielding effect" and "labyrinth effect", allowing moisture and other corrosive substances to penetrate The time to pass the epoxy resin is greatly extended, so it has excellent acid and alkali resistance, making the epoxy resin adhesive become an anticorrosive epoxy resin adhesive. Paste various steel parts with anti-corrosion epoxy resin adhesive. The epoxy resin adhesive coated on the inner and outer surfaces of steel parts such as embedded steel plates or anti-side shifting braces meets a certain thickness to improve the embedded steel plates or anti-side shifting braces and other steels. Pieces of anti-corrosion and durability.

Article 2 Cement polymer mortar: When the thermal insulation board is pasted on the base layer (wall or roof), or the autoclaved aerated concrete slab is bonded to the thermal insulation layer such as EPS board, and in the fifth embodiment, the semi-finished aerated concrete The thermal insulation board is used as the external formwork of the cast-in-situ inner-leaf concrete on the construction site, and the sixth embodiment uses the semi-finished prefabricated thermal insulation board as the outer formwork of the cast-in-situ inner-leaf concrete on the construction site, and the adhesive is applied or scraped on the inner side of the thermal insulation board Use cement polymer mortar. It can be pasted with the cement polymer mortar of this article, or can be bonded with the adhesive of Article 1, as long as the bonding failure is located on the insulation board instead of on the bonding interface or meets the requirements of tensile strength, and meets the requirements of non-polluting and durability. ; Or use cement polymer mortar for most of the area, and use epoxy resin adhesive that is not afraid of moisture in some areas.

Preparation of liquid material——Cement-based acrylate copolymer emulsion with strong adhesion, water resistance and excellent durability is selected. A certain amount of water is added to the original emulsion for dilution. The ratio of emulsion to water is emulsion: water = 1: (1.5～2.0) is appropriate, and pH regulator such as (AMP-95) can also be added. It is advisable to test the diluted emulsion with a pH value of 8 or a little higher than 8. It is not suitable to use caustic soda or edible alkali as pH adjustment Agent; then add about (1～2)% of cellulose ether MC to the neutrally diluted emulsion, and mix it evenly in a viscous state. There is no need to add preservatives with the preparation and use.

Powder preparation-cement (containing 3% to 5% silica fume is appropriate, silica fume is micro silica fume, and the small size of silica fume increases the bonding effect and tensile strength), or add the cement to the cement If the cellulose ether MC is 2% to 3% by weight, the cellulose ether MC does not need to be added to the emulsion, and the cement, silica fume, and cellulose ether MC are mixed uniformly. The ratio of cement to sand is: cement (containing silica fume, cellulose ether MC): clean sand (mud content ≤ 3%) = 1: (0.8 ~ 1.5), mix and stir evenly (if the sand is wet, add it as needed Sand mixing); when pasting with aerated concrete slab, if the surface of the aerated concrete slab is smooth, 40-100 mesh quartz sand or chiseling is appropriate, depending on the roughness.

The amount of cellulose ether MC added is appropriate for the viscosity of the prepared cement polymer mortar, and it is adjusted through experiments.

Then add the prepared powder to the well-mixed liquid material, and add the defoamer and dispersant. The amount added is subject to the powder dispersion and no foaming. Stir the powder and liquid Cement polymer mortar that is evenly viscous and easy to wipe off.

Cellulose ether MC has good water retention. Cellulose ether MC should use methyl cellulose ether with good dispersibility and good water retention. The addition amount of cellulose ether MC and the water retention of MC directly affect whether the cement polymer mortar is viscous, Whether the water retention effect is good is an important issue related to whether the cement can be fully hydrated. Different cellulose ether MC has different water retention properties at different temperatures. The water retention capacity of cellulose ether MC from different manufacturers is different. The amount of cellulose ether MC added can be added according to the manufacturer's instructions for test preparation. When the maximum outdoor temperature is not higher than 35°C, hydroxypropyl methyl cellulose ether can be used, and when the maximum outdoor temperature is higher than 35°C, modified hydroxyethyl methyl cellulose ether should be used to ensure water retention performance at high temperatures.

Article 3 Interface agent: Adhesive used to bond cement mortar or cast-in-place concrete to EPS board, or adhesive used to bond the sides of EPS board joints (excluding the sealing and waterproofing of the upper end of the roofing EPS board gap), commonly known as As the interface agent, a cement-based acrylate copolymer emulsion with strong adhesion, water resistance and excellent durability is selected, diluted with water, and an adhesive prepared by adding other materials.

Dilute the emulsion with water and add a pH regulator such as (AMP-95) as in the second item. Test the pH of the diluted emulsion to reach 8 or a little higher than 8, and add cellulose ether to the neutrally diluted emulsion. MC(1～2)%, it is viscous and stirred evenly. There is no need to add preservatives as it is prepared and used.

The powder is cement. Mix the cement (with 3% to 5% silica fume is suitable and mix well), add the cement to the prepared liquid material, add defoamer and dispersant, and mix the powder and liquid material evenly In the form of a thin paste, it is an interface agent. The interface agent applied to the EPS board should be moist and full, not easy to dry quickly, and not suitable for flow. The interface agent does not need to add sand, of course, adding sand to become cement polymer mortar can also be bonded, but it increases labor.

The added amount of cement is small to facilitate painting, so it is necessary to add cellulose ether MC to the prepared liquid material to ensure the water retention of the adhesive, and adding cellulose ether MC to cement may not add enough cellulose ether MC , Can not play the role of water retention required.

Tests are needed to prove that after applying the interface agent on the EPS board, apply cement mortar or pour concrete. After curing, the adhesive can penetrate into the EPS board by 3～5mm after curing. Surface, the damage should be on the EPS board, that is, the bonding is qualified. The bonding test should be carried out in advance, and the determined mix ratio should be safe. Or the interface agent of this article can be used in conjunction with the cement polymer mortar of article 2, and the interface agent of this article can be painted on the EPS board and then the cement polymer mortar of article 2 can be used for bonding.

Acrylate copolymer emulsion can be processed into redispersible dry rubber powder, but in order to improve on-site instant dissolution during the production of redispersible dry rubber powder, polyvinyl alcohol needs to be added. Polyvinyl alcohol is very easy to biodegrade, so it is directly It is good to use emulsion adhesive. However, it does not rule out the use of redispersible dry rubber powder processed by acrylate copolymer emulsion. Tests have proved that it is possible to use redispersible dry rubber powder to bond reliably, but can it be confirmed whether the selected redispersible dry rubber powder can be confirmed It is difficult for the content of internal polyvinyl alcohol not to exceed the allowable value. Directly purchase acrylate copolymer emulsions with strong adhesion, water resistance and excellent durability produced by chemical companies. The cost of preparing polymer adhesives with them is low, and the amount of emulsion is transparent, which can ensure the bonding quality. Engineering management personnel can control Quality knows it well. The solid content of various water-soluble adhesives is about 50%, although vinyl acetate-ethylene emulsion can also be used for bonding, but its adhesion, durability, and water resistance are not as good as acrylate copolymer emulsions; acrylate emulsions The water resistance and durability are good, but the affinity with EPS board is not good. Acrylic emulsion and its formulated polymer can be used to paste BFRP cloth with concrete or cement mortar, and to prepare cement polymer waterproof coating Paint onto the concrete.

Article 4 For bonding non-combustible thermal insulation materials and organic thermal insulation layers, the adhesives used are different depending on the types of non-combustible thermal insulation materials.

For example, the non-combustible thermal insulation material is vertical silk rock wool board or foamed cement board, which can be bonded with epoxy resin adhesive (fine sand can be added), or glued with cement polymer mortar according to Article 2 (sand when the sticking surface is flat For fine sand).

Article 5 Paste BFRP cloth to non-combustible thermal insulation materials and to pre-embedded steel plates, and to cement mortar or concrete (including bonding with aerated concrete slabs). Cement-based acrylic with excellent water resistance and durability is recommended For ester copolymer emulsion or cement-based acrylate emulsion, the glass transition temperature of the emulsion should not be higher than the minimum temperature of the environment in which it is used.

The ratio of liquid material-emulsion to water is: emulsion:water=1:(0.5～1.5). The more the ratio of emulsion is better for bonding effect and increasing waterproof effect. Same as above, add cellulose ether MC (accounting for 1 to 2)% of the emulsion, and also add a pH regulator such as (AMP-95). It is advisable to test the diluted emulsion with a pH value of 8 or a little higher than 8, and then in neutral About (1-2)% of cellulose ether MC is added to the diluted emulsion, and it is viscous and stirred evenly. There is no need to add preservatives during preparation and use.

Or add 1.5% coupling agent such as KH550, KH560, KH570 to the original slurry of the emulsion adhesive. The test is selected, and the emulsion is directly pasted after stirring. If no coupling agent can be added to achieve a good bonding effect, no coupling agent can be added.

Preparation of powder-cement (if cellulose ether MC is not added to the emulsion, cellulose ether MC should be added to the cement): clean sand (mud content ≤ 3%) = 1: (0.5 ~ 0.8), depending on the surface to be adhered Adjust the mesh number and quantity of sand for different roughness. If it is pasted with vertical silk rock wool board, no sand can be added. When the sand is wet, it should be mixed and stirred with the sand and cement. When the BFRP cloth is decorated with paint, it is advisable to replace the clean sand with sericite powder with a diameter-to-thickness ratio of not less than 50. Cement (containing silica fume, cellulose ether MC) ：Sericite powder=1：(0.1～0.4), can increase the waterproof effect.

Stir the liquid material and cement powder material evenly with an electric drill to form a paste. Do not mix too much powder material, otherwise it will affect the bonding effect, so as to facilitate the painting and not sag. The viscosity is suitable, and it can be used to paste BFRP cloth. Missing coating and sticking.

When the BFRP cloth is pasted on the inner leaf concrete on the side of the indoor window, if the inner leaf concrete is thinner, such as only 60mm, use a water-soluble emulsion adhesive to bond it. If the adhesive area is narrow and does not meet the shear resistance requirements, fiber impregnated structural adhesive can be used To paste BFRP cloth, it is necessary to verify that the BFRP cloth pasted with fiber impregnated structural glue meets the shear resistance requirements of the structural design requirements, or the BFRP cloth is pasted on the indoor side wall instead. Since all emulsions are easy to bond with concrete, this article does not need to emphasize that emulsions have strong adhesion.

Article 6 Adhesives for overlapping and pasting BFRP cloths and EPS boards as prefabricated side template strips in a steel platform or a prefabricated box mold can be pasted with the fifth adhesive or emulsion adhesive paste.

Article 7 The waterproof sealing material used for painting or scraping the upper end of the roof EPS board gap, the waterproof sealing material is divided into the first-pass waterproof sealing material and the second-pass waterproof sealing material.

Liquid material: the first pass waterproof sealing material is made of cement-based acrylate copolymer emulsion protoplasm with strong adhesion, water resistance and excellent durability, and the emulsion used in the second pass waterproof sealing material is cement-based acrylate copolymer emulsion or The glass transition temperature of the cement-based acrylic emulsion protoplasm and the second water-proof sealing material emulsion should not be higher than the local minimum temperature. It is forbidden to add water in the emulsion puree, because adding water will inevitably increase the powder and affect the elasticity of the waterproof sealing material.

Prepare powder-cement (may contain 3% to 5% silica fume): sericite diameter to thickness ratio not less than 50=1: (10% to 20%), stir and mix evenly.

Add the prepared powder into the original emulsion, and add appropriate amount of dispersant and defoamer. After stirring, it will become a paste-like polymer that is convenient for brushing or scraping. Apply the waterproof sealing material for the first pass on the upper end of the roof EPS board gap, and apply the waterproof sealing material for the second pass after drying. It should be tested to be able to bond with the EPS board before being used in the project. This waterproof sealing material is essentially a cement polymer waterproof coating. Cement polymer waterproof coatings in the building materials market can also be purchased, but the purchased waterproof coatings should meet the requirements of this article. The adhesive film formed after the emulsion syrup is dried is the waterproof adhesive layer, which has good UV resistance. The water in the emulsion becomes thin after evaporation. Adding powder can increase the thickness, but the poor elasticity of the powder will also affect the adhesion to the EPS board. It is convenient to paint. The waterproof sealing material is applied twice at the gap and the interface agent of Article 3 is applied on the side when the roof EPS board is installed. It can ensure the waterproof and reliable. Polyacrylate emulsion or acrylate copolymer emulsion is the raw material for preparing JS waterproof coating. Adding powder is similar to preparing cement polymer waterproof coating. However, the amount of powder added in the waterproof sealing material of the present invention is small and meets the glass transition temperature. The soft waterproof layer of the emulsion is more favorable for waterproofing. The roofing concrete poured on the EPS board protects the EPS board and the waterproof sealing material.

Currently known cement-based acrylate copolymer emulsions with strong adhesion, water resistance and excellent durability have a minimum glass transition temperature of -13°C. Acrylic emulsions have a glass transition temperature of -40°C, which can be used in severe cold areas. Requirement, but the adhesion between acrylic emulsion and EPS board is not good. Therefore, in the area with low temperature in winter, the upper end of the roof EPS board gap should be painted with a waterproof sealing material formulated with a strong adhesive acrylic copolymer emulsion for the first time. Adhesive to the EPS board, the EPS board is a soft foam that can adapt to the shrinkage and deformation of the waterproof sealing material in winter, but the waterproof sealing material made of acrylic emulsion that meets the glass transition temperature should be painted in the second pass to adapt to temperature changes and waterproof sealing requirements .

Article 8 The elastic waterproof sealing material for gap filling is called caulking agent. For example, the gap between the installation of prefabricated EPS window sill and the installation of decorative lines and the external wall needs to be sealed with caulking agent. There are many kinds of sealing materials on the market, as long as they meet the requirements of waterproof sealing and durability, or prepare caulking agents according to this article. The emulsion for preparing the caulking agent should meet the requirements of glass transition temperature, increase the number of powder in Article 7, and stir and mix evenly to form a viscous paste that is the caulking agent, which is convenient to fill the gap with a trowel for sealing and waterproofing effect. The gaps with large relative displacements should be sealed with silane-modified polyether glue, namely MS glue.

Article 9 If the BFRP cloth is decorated with stone, dry sticky stone, etc., or when pasting decorative bricks or applying cement mortar or insulating mortar (insulating mortar on the BFRP cloth on the side of the indoor window), use cement-based acrylate Copolymer emulsion or cement-based acrylate emulsion. The glass transition temperature of the emulsion should not be higher than the lowest temperature of the environment. You can refer to the above items to flexibly adjust the emulsion concentration in the polymer and brush it on the BFRP cloth, and then perform water brushing according to the regulations. For the construction of stone, dry glued stone, decorative tile or plaster, etc., a test is required first, and then a large-scale application can be performed after the test is successful.

Note: 1) Add dispersant and defoamer when adding powder to the emulsion to avoid cement balling and foaming.

2) In the pasting test, compare the adhesives formulated with different adhesive raw materials and different mixing ratios, which are used for different pasting parts, and the adhesives and mixing ratios are selected from the best.

3) Each batch of adhesive raw materials that enter the site should be tested and tested in advance, and the entrusting party and supervisor can randomly check and test during prefabrication and construction.

4) The following simple methods for detecting emulsion adhesives can be used for self-testing: ① Elongation testing: The elongation of the dried film should not be less than 8 times. ② After soaking the dried film in water for 48 hours, the water absorption rate should not be more than 8%, and the weight of the film should not be less than 100g.

Claims (30)

A construction technology for a low-carbon society in the high-tech era. It is an energy-saving insulation wall fire protection technology. It includes a base wall or inner leaf concrete, an organic insulation layer, and is characterized in that it also includes non-combustible insulation materials; Install the non-combustible thermal insulation material on the organic thermal insulation layer, or paste the non-combustible thermal insulation material on the organic thermal insulation layer before installing the composite thermal insulation layer. The thickness of the non-combustible thermal insulation material is based on the fire protection The requirements are determined to form an external thermal insulation wall that combines the installation of organic thermal insulation layer and non-combustible thermal insulation material to meet the fire protection requirements; the organic thermal insulation layer is installed on the base wall, and then the non-combustible thermal insulation material is installed on the organic thermal insulation layer or the organic thermal insulation is installed The composite thermal insulation layer of the non-combustible thermal insulation material can be installed in the external thermal insulation project of the external wall at the construction site, or the inner leaf concrete, the organic thermal insulation layer and the non-combustible thermal insulation material can be bonded into the prefabricated thermal insulation wall in the prefabricated platform or prefabricated box. Board, and then install the prefabricated thermal insulation wall panel at the construction site as a fabricated thermal insulation wall. The construction technology of a low-carbon society in the high-tech era according to claim 1, characterized in that it also includes a pre-embedded steel plate and a high-strength durable fiber cloth, the organic thermal insulation layer is an EPS board, or the organic thermal insulation layer When using other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements; the high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or it can be substituted Other fiber cloth of BFRP cloth; the embedded steel plate includes the L-shaped embedded steel plate at the corner of outdoor doors and windows and the embedded steel plate installed at the rest of the outer wall. The embedded steel plate installed at the remaining position of the outer wall corresponds to the need to install the outer wall on the outer wall. For the position of the attachment, use adhesive to bond the embedded steel plate to the EPS board and to the insulation layer around the window; use the adhesive to paste the BFRP cloth to the surface of the non-combustible insulation material, and also paste it to the side of the door window and the side of the door window. Paste the thermal insulation material and stick to the inner base wall. The construction technology of a low-carbon society in the high-tech era according to claim 1 or 2, characterized in that: The following fire safety structures can also be adopted for energy-saving insulation walls, which can be adopted as required: 1) The insulation layer installed around the door window is a non-combustible insulation material with a certain thickness; 2) Fire and heat insulation materials are also added. When installing curtain wall decorative panels or other external wall attachments, use screws to pass through the connecting iron parts for installing curtain wall decorative panels or other external wall attachments to connect with the embedded steel plates. Fire and heat insulation materials are placed between the embedded steel plate; 3) After the window is installed, apply thermal insulation mortar or install other non-combustible thermal insulation materials on the BFRP cloth pasted on the side of the window room; The construction technology of a low-carbon society in the high-tech era according to claim 3, characterized in that EPS panels, non-combustible thermal insulation materials, embedded steel plates and BFRP cloth are installed on the external wall, and the external wall attachments are installed The construction method is: 1) Should comply with the general regulations of the construction industry; 2) During the construction of the energy-saving insulation wall, the design should be deepened according to the design requirements, and the position and specifications of the embedded steel plate should be installed on the side of the window and the rest of the outer wall by drawing icons or text; 3) Paste and install the EPS board and install the embedded steel plate on the EPS board, and paste the non-combustible thermal insulation material on the EPS board should meet the following requirements: ① Carry out bonding test on the non-combustible thermal insulation material and EPS board in advance, the failure should be on the EPS board or on the non-combustible thermal insulation material, not at the bonding interface, or the vertical tensile strength should not be less than the specified value; ②Paste the EPS board on the base wall with adhesive in advance to test and determine the adhesive to be selected; ③The pre-embedded steel plate and EPS board are bonded with adhesive beforehand, and the embedded steel plate and the window vertical wire rock wool board are bonded. The damage should be located on the EPS board or non-combustible insulation material, not on the bonding interface; ④Pre-embedded steel plates meeting specifications and quality requirements shall be prepared in advance; ⑤Exterior wall thermal insulation project. Use theodolite to draw a vertical line on the EPS board installed on the external wall and hang the line to make the external wall surface control line, and polish the EPS board beyond the allowable part; ⑥Draw the mark for installing the embedded steel plate on the EPS board, iron or cut the groove at the position where the embedded steel plate is installed, paste the embedded steel plate into the groove of the EPS board with an adhesive, and use plastic for external wall insulation engineering Expansion nails pass through the edge of the BFRP cloth strips pasted on the embedded steel plate and fix the EPS board to the base wall, or use plastic expansion nails with a diameter smaller than the drilled diameter to squeeze and fix the EPS board; 4) The test of pasting and installing BFRP cloth should be carried out in advance: ① Apply adhesive on the non-combustible thermal insulation material, and bond the BFRP cloth to the non-combustible thermal insulation material. The test damage should be on the non-combustible thermal insulation material, or the vertical tensile strength should not be less than the specified value; ② BFRP cloth and concrete bonding test, and BFRP cloth mutual bonding test; bonding a certain width of BFRP cloth strips with concrete or cement mortar for a certain length, and sticking BFRP cloth strips to each other for a certain length, and paralleling them after curing Tensile strength test; paste test data is not less than a certain value, take the average of the test results, if there is more than 10% of the test data, discard it, but the final effective value should be not less than the specified number, so as to determine that the door window meets the design requirements For shear resistance, it is necessary to determine the width of the BFRP cloth to be pasted to the base wall, as well as the width of the lap pasting required for the BFRP cloth to meet the strength requirements such as lap pasting; it will be submitted on the basis of the self-inspection of the construction company Testing by legal units; if the design value of the tensile strength of the BFRP cloth itself does not meet the shear resistance capacity (the maximum shear force is located at the corner of the wall between the windows), the number of layers of the BFRP cloth should be increased, and there should be a certain safety reserve. The pasting range should meet the design regulations; 5) After the EPS board is pasted and installed on the base wall, the verticality of the EPS board surface should be checked, the embedded steel plate should be installed along with the pasting, and the non-combustible insulation material should be pasted and installed in time; brush or scrape the adhesive on the EPS board to remove Non-combustible thermal insulation materials are attached to each other and installed on the EPS board, and non-combustible thermal insulation materials are installed on the side of the door window; 6) The construction and installation method of pasting and installing BFRP cloth on non-combustible insulation materials is: ①The joint position for installing BFRP cloth should be determined. There are two ways to install BFRP cloth, which can be selected according to the convenience of construction: a. Horizontal installation: The width of the purchased BFRP cloth meets the requirements of use and minimizes the joints. The width of the BFRP cloth meets the height of the layer + the length of the overlap. The installation of the BFRP cloth can be wound horizontally for each layer, and the joints are longer. As few as possible, unfold and paste the BFRP cloth horizontally to install; the horizontal joint should be located at the center line of the beam or the length of the support into the beam should not be less than a certain range. The horizontal joint should not be located on the wall between non-pillar non-load-bearing windows and the joints. The BFRP cloth of the upper layer should be pressed and pasted on the BFRP cloth of the next layer; b. Vertical installation: The BFRP cloth installed at one time should be as long as possible to reduce horizontal joints, and should comply with the aforementioned horizontal joint regulations; the vertical joints of the BFRP cloth should be located at the window sill wall, and the vertical joints of the BFRP cloth should not be located The wall between the windows is within a small range specified by the side of the door and window; the width of the BFRP cloth in the opening of the door and window should meet the pasting width of the BFRP cloth on the side of the window wall and the base wall, not on the side of the window wall Then widen the BFRP cloth and paste it with the indoor base wall, otherwise it needs to meet the strength requirements such as lap and paste; ②Spread adhesive on the non-combustible thermal insulation material, paste the BFRP cloth on the non-combustible thermal insulation material, and use a scraper or trowel to smooth the BFRP cloth. The width of the BFRP cloth and the base wall of the side wall between the windows should not be less than the specified; 7) After pasting and installing BFRP cloth on the external wall and pasting it to the side of the window wall, install the EPS board window sill and EPS board decorative lines: Paste the BFRP cloth on the EPS slats as a prefabricated EPS board window sill for the outdoor window sill Prefabricated EPS board moldings on the four sides of the door and window. Paste the prefabricated EPS board window sill and prefabricated EPS board moldings on the BFRP cloth on the front facade of the door and window, and fix it with the pre-embedded L-shaped steel plate around the window with screws. Use screws to fix the installation iron parts of the window and the L-shaped embedded steel plate at the corner of the window to install the window. After the window is installed, paste and screw the EPS board decorative lines on the two sides of the window; 8) Apply adhesive to the BFRP cloth pasted on the side of the indoor window to wipe thermal insulation mortar or install other non-combustible thermal insulation materials. 9) Carry out exterior wall decoration and install exterior wall attachments. A construction technology for a low-carbon society in the high-tech era. It is a fire-proof and energy-saving insulation wall with cement mortar plastered with adhesive on the outer insulation layer, or with adhesive on the insulation layer of concrete roof panels. The energy-saving insulation roof of the poured concrete protective layer; it includes a base layer, an insulation layer, and a protective layer, and is characterized in that it also includes a pre-embedded steel plate; the base layer is a base wall or a concrete roof panel, and the insulation layer is an EPS board , Or when the thermal insulation layer adopts other thermal insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements; the protective layer is an EPS board pasted on the base wall The outer cement mortar protective layer, or the protective layer is the cast-in-place concrete protective layer on the EPS board installed on the concrete roof slab; the EPS is glued and fixed on the base layer with an adhesive, and the embedded steel plate is connected to the EPS board of the outer wall with an adhesive Adhesive connection to form a structure for installing external wall attachments and thermal insulation bridges; apply adhesive on the side of the roof EPS board to paste and connect the EPS side as a whole, and apply waterproof sealing material on the upper gap of the roof EPS board, and also the EPS Bond the gap between the board and the roof wall or structure. When the gap is large, insert the EPS board sheet and seal the gap to make the EPS board a waterproof layer; apply adhesive to the EPS board on the outer wall to plaster the EPS board Bond with the protective layer of cement mortar, the thickness of the protective layer of cement mortar should meet the requirement of non-spreading fire; apply adhesive on the roof EPS board to pour the concrete, and bond the cast-in-place concrete protective layer of the roof with the EPS board; connect the embedded steel plate to the roof The concrete protective layer is anchored, and the roof structure is installed on the embedded steel plate to form a thermally insulated and broken bridge waterproof structure for installing the roof structure; the tensile load between the bonding area of the EPS board installed on the concrete roof board and the EPS board The tensile force and the tensile bearing capacity of the anchoring of the embedded steel plate and the roof concrete protection layer shall not be less than the upward suction force of the roof cast-in-place concrete protection layer under the action of the combined value of wind load, and shall not be less than the wind thrust of the roof structure . The construction technology of a low-carbon society in the high-tech era according to claim 5, characterized in that the following fire safety structures are also adopted for the energy-saving insulation wall, which are adopted as required: 1) The insulation layer installed around the indoor door and window should be a non-combustible insulation material with a certain thickness; 2) It also includes high-strength durable fiber cloth and fire-proof insulation materials; the high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or other fiber cloth that can replace BFRP cloth; the fire-resistant insulation material is located outside the embedded steel plate , Use adhesive to paste the BFRP cloth on the surface of the cement mortar protective layer of the external wall, and also paste it on the side of the door window and paste it with non-combustible insulation materials, and paste it with the inner base wall; when installing the external wall attachment, use the screw to pass through the installation of the external wall attachment The connecting iron parts, BFRP cloth, and fire-proof and heat-insulating materials of the attached objects, and the connecting iron parts for installing external wall attachments are fixed with the embedded steel plate; 3) After the installation of the window is completed, apply adhesive to the BFRP cloth pasted on the side of the window room, wipe thermal insulation mortar or install other non-combustible thermal insulation materials; The construction technology of a low-carbon society in the high-tech era according to claim 5 or 6, characterized in that the construction methods for installing thermal insulation on external walls and roofs, installing embedded steel plates, installing protective layers, and installing BFRP cloth are : 1) Should comply with the general regulations of the construction industry; 2) During the construction of energy-saving insulation wall and roof, deepen the design according to the design requirements, draw icons or text to explain the position and specification of the embedded steel plate on the external wall insulation layer and the side of the window and on the roof concrete protection layer; The wall embedded steel plate includes the L-shaped embedded steel plate at the outdoor corner of the door and window, and the embedded steel plate installed at the rest of the outer wall; the embedded steel plate installed on the roof is anchored with the roof concrete protection layer; the L-shaped embedded steel plate specification should be convenient for installation Construction convenience requirements for windows and attachments around installation windows; 3) Pasting and installing the EPS board on the base layer and installing the embedded steel plate on the EPS board should meet the following requirements: ①Paste the EPS board on the base wall with adhesive in advance to test to determine the adhesive to be selected; paste the EPS board on the base with adhesive, and install non-combustible thermal insulation materials on the side of the door and window; ② Paste the embedded steel plate to the EPS board with adhesive in advance for bonding test, and conduct bonding test between the L-shaped embedded steel plate and the window vertical wire rock wool board to damage the EPS board or the non-combustible insulation material It is not qualified at the bonding interface; ③Prepare the embedded steel plate in advance; ④ Use theodolite to draw a vertical line on the EPS board of the external wall and hang the line to make the external wall surface control line, and polish or cut the part of the EPS board that protrudes beyond the allowable value; ⑤Draw the mark for installing the embedded steel plate on the EPS board of the outer wall, iron or cut the groove at the position of installing the embedded steel plate, and paste the embedded steel plate into the groove of the EPS board with adhesive, and the external wall insulation project Use plastic expansion nails to pass through the edge of the BFRP cloth strips pasted on the embedded steel plate and fix the EPS board with the base wall, or use plastic expansion nails with a diameter smaller than the drilling diameter to squeeze and fix the EPS board; 4) Before pouring the concrete protective layer of the roof, it is necessary to perform a waterproof seal on the upper end of the joint of the EPS board on the roof. The construction method for the waterproof seal of the joint of the EPS board on the roof is as follows: ①When installing the EPS board, it is advisable to apply adhesive on the side of the EPS board to bond the EPS boards to each other to form a whole; ②Apply the waterproof sealing material 2 times on the upper end of the joint between the EPS board on the roof and on the joint between the EPS board and the roof wall. The first pass is dried and then the second pass is applied to ensure reliable waterproofing of the joints; For larger gaps, you can insert the EPS sheet and paste it to reduce the gap and then brush the waterproof sealing material twice to make the roofing EPS board become a waterproof layer; 5) The construction method of cement mortar plastering on the surface of the thermal insulation layer of the external wall and the cast-in-situ concrete protective layer on the thermal insulation layer of the concrete roof is as follows: ① Arrange the reinforcement mesh on the roof EPS board, the specifications of the reinforcement mesh should meet the design regulations, and install the roof embedded steel plate on the reinforcement mesh; ②After checking that the EPS board pasted on the exterior wall and roof and the embedded steel plate installed are correct, the exterior wall cement mortar should be plastered or the roof concrete protective layer should be poured in time; the adhesive should be painted or sprayed on the exterior wall EPS board, or sprayed On the EPS board of the roof insulation board, the adhesive coating should be moist and full, and should not be missed. It should form a cement mortar protective layer along with the painting or spraying of the ready-mixed cement mortar on the surface of the EPS board of the external wall; Or after installing the steel mesh on the EPS board installed on the roof, with the brushing or spraying of the adhesive, the in-situ concrete of the roof is poured onto the surface of the EPS board, and the in-situ concrete of the roof is vibrated and compacted with a vibrator to ensure the pouring The concrete enters under the reinforced mesh and is bonded with the EPS board. The thickness and strength grade of the concrete protective layer on the roof should meet the design requirements; it is necessary to prevent plastering or pouring concrete after the applied adhesive is dry, and to prevent the coating from being wet and not wet. Full, leading to weak bonding force; ③The mixing ratio of the cement mortar protective layer on the external wall is: The mixing ratio of cement: sand=1:(2.5～3) is appropriate, and the mixing amount of sand is beneficial to reduce cracking. When the ratio of cement: sand is 1:3, admixtures can be added to adjust the workability; In order to meet the technical standards for medium-coarse sand, the mud content of the sand should not exceed 3%, and the quality of cement and admixtures should comply with industry standards; ④It is advisable to divide the protective layer of cement mortar into two coats of plastering; the first coat of plastering is rough, and it is advisable to brush a layer of plain slurry on the first coat of plastering during the second coat of plastering, to ensure the second coat of plastering The bonding between the layers is firm, and the plastering surface should be painted into a straight but not shiny fine brown eye shape. Use a wooden trowel to make a rough surface and there are sizing on the surface. The exposed sand particles are overwhelmed and smoothed to make the surface of the mortar look like a fine brown eye. The plastering surface is flattened with a 2m scraper, and the lines are straight and square, which meets the requirements of industry standards for the flatness and verticality of the external wall surface; first carry out a small area of cement mortar Plastering construction, and then large-area plastering construction; the front and rear cement mortar plastering joints should be coated with adhesive or plain paste to avoid cracks in the plastering at the joints; ⑤At least one of the following technical measures should be taken to ensure that the cement and water in the external wall cement mortar plastering and the roof cast-in-situ concrete hydration reaction, so that the cement mortar and cast-in-situ concrete can be cured, and the occurrence of cement mortar and concrete is controlled. The cracks are within the allowable range; a. There are anti-cracking fibers in the ready-mixed cement mortar and concrete. The amount of anti-cracking fibers is determined according to the manufacturer’s instructions and tested; use a mixer to disperse the anti-cracking fibers and mix them with cement mortar or concrete, or in the cement mortar Or, cellulose ether MC, a material that can thicken and retain water, can be added to the concrete; b. After the surface of cement mortar or concrete is dry, water should be sprayed for curing in time, so that the plaster layer of cement mortar and the protective layer of cast-in-place concrete can be cured under damp conditions, so as to avoid the lack of water during the curing process. If the strength requirement is not met, pulverization and cracking will occur; ⑥ It is also necessary to implement relevant technical regulations for plastering of exterior walls; 6) Apply adhesive, paste and install BFRP cloth on the cement mortar protective layer of the external wall, and paste the BFRP cloth on the side of the indoor window, and install the outdoor prefabricated EPS window sill and the upper insulation molding of the door and window, install the doors and windows, and install Insulation decorative lines on both sides of the window, install external wall attachments. A construction technology for a low-carbon society in the high-tech era. It is a construction technology that uses low-strength and cheap materials as side formwork strips to produce and process prefabricated components. The prefabricated components include prefabricated concrete sandwich panels, prefabricated concrete external insulation panels and others Concrete prefabricated component; It is characterized in that it also includes low-strength and cheap materials. The production and processing prefabricated components use low-strength and cheap materials as the edge template strips for prefabricated edges, instead of steel or aluminum plate edge template strips. Adhesives are used The glued edge template strip is used as the edge template strip for the ring edge of the prefabricated component. The construction technology of a low-carbon society in the high-tech era according to claim 8, characterized in that: The precast concrete sandwich panel includes inner-leaf concrete, an insulation layer, and an outer-leaf concrete or roof concrete protective layer; the pre-cast concrete external insulation board includes an inner-leaf concrete, an insulation layer, and an outer protective layer of an outer wall; the semi-finished product heat preservation The roof panel includes inner leaf concrete and an insulation layer; when the prefabricated concrete sandwich panel or prefabricated concrete external insulation panel or semi-finished thermal insulation roof panel used for external walls and roofs is an EPS board, or the insulation layer is other insulation materials It needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements; the insulation layer of the precast concrete sandwich panel used for indoor partition heating partition wall is EPS board or hard Foam insulation board; when producing and processing precast concrete sandwich panels or precast concrete external insulation boards, use adhesive to bond the inner concrete, insulation layer and outer concrete or roof concrete protective layer or outer protective layer into a whole, without installing fibers Reinforced plastic connecting piece or stainless steel connecting piece is connected. The construction technology of a low-carbon society in the high-tech era according to claim 8 or 9, characterized in that the prefabrication method for producing and processing precast concrete sandwich panels or precast concrete external insulation panels is: 1) Should comply with the general regulations of the construction industry; 2) The precast concrete sandwich panel and the precast concrete external insulation board shall be intensified according to the design requirements, and the separation position of the precast concrete sandwich board and the precast concrete external insulation board shall be determined, and the component processing drawings shall be compiled; the precast concrete sandwich on the external wall The drawings of the precast concrete external insulation board indicate the installation of non-combustible thermal insulation materials for the windows, and indicate the embedded positions and specifications for the installation of embedded steel plates and the installation of embedded hoisting parts; The embedded steel plates installed at the rest of the wall, the L-shaped embedded steel plates are pasted with the non-combustible insulation material on the window side, and anchored with the outer leaf concrete, and the embedded steel plates installed at the remaining positions of the outer wall are anchored with the outer leaf concrete; or precast concrete outer insulation board Adhesive is used to paste the embedded steel plate installed in the rest of the outer wall with the EPS board. You can also use the adhesive to paste the L-shaped embedded steel plate on the EPS board in the outer protective layer of the non-combustible thermal insulation material of the window after the curing of the precast concrete external insulation board is completed. Above; the outer surface of the embedded steel plate is flat with the outer leaf concrete, or the outer surface of the embedded steel plate 4 is flat with the EPS board of the precast concrete external insulation board; 3) It is necessary to test the bonding between the materials of each layer and the installation of embedded steel plates on the EPS board, and the loading test of the precast concrete sandwich panels installed on the non-load-bearing external wall or roof of the frame structure according to the simple support board: ① The cast-in-place concrete and EPS board should be tested for bonding first, and the damage should be on the EPS board instead of the bonding interface; ②Paste the embedded steel plate to the EPS board with adhesive in advance for bonding test, and conduct bonding test with the window non-combustible insulation material such as vertical silk rock wool board to damage the EPS board and non-combustible insulation material, but not on the The bonding interface is qualified; ③On the basis of qualified test bonding, it is necessary to carry out normal section bending test and oblique section shear test of precast concrete sandwich panels with different spans and different section heights according to the concrete strength grade required by the design, and the number of components tested It should meet the requirements; the thickness of the EPS board and the total thickness of the components are determined according to different climate zones and different horizontal load combinations during the test. Under the premise that the thickness of the inner and outer leaf concrete meets the fire resistance limit, the section of the precast concrete sandwich panel is changed by changing the thickness of the EPS board Height, change the rigidity of the component and the effective height of the bending resistance; the tested component’s mechanical performance should conform to the mechanics and concrete structure theory. Destruction and other test data should meet the requirements of crack control level, and it is advisable to have video recording and other materials. Non-load-bearing external wall panels and the load when the precast concrete sandwich roof panel reaches the allowable deflection limit should be recorded, and the component selection should be made The form is for design selection; it is inspected by the legal unit based on the self-inspection of the prefabricated enterprise. This item is appropriate as a type inspection item; 4) When the outer leaf concrete used to install the precast concrete sandwich panel of the external wall or the BFRP cloth is pasted on the surface of the outer protective layer of the precast concrete external insulation board, the BFRP cloth and the concrete need to be bonded for testing, and the BFRP cloth should be glued to each other Carry out a test to test the bonding between BFRP cloth and non-combustible insulation material; 5) When prefabricated concrete sandwich panels or prefabricated concrete external insulation panels, the paving order of the materials from bottom to top on the prefabricated platform depends on the equipment conditions of the prefabricated workshop and is determined according to the convenience of prefabrication; 6) Insulation panels and embedded steel plates that meet the design requirements should be prepared in advance; ①The insulation board specifications should meet the requirements of stepwise lap bonding or flat bonding at the vertical joints of the wall or roof panel. The flatness should meet the requirements, the insulation board should minimize the joints, and the EPS board specifications should meet the requirements. The required specifications of precast concrete sandwich panels. The EPS panels should preferably have no joints in the length direction of the non-load-bearing external wall and the main force direction of the roof panel. Or it may be fixed by plastic bolts, or when it is flat, brush or scrape the adhesive to bond the joints of the EPS board as a whole. Reliable bonding should be ensured; the EPS boards in the precast concrete sandwich roof panel should be glued to each other except for the sides of the joints. In addition, the upper gap of the EPS board should be painted with waterproof sealing material twice for waterproof sealing. After the first pass is dried, the second pass should be painted to ensure reliable waterproof sealing of the joints; the L of the precast concrete sandwich wall panel The pre-embedded steel plate and the rest of the outer wall are anchored with the outer leaf concrete, and the outer surface of the embedded steel plate is flat with the outer leaf concrete; when precasting the concrete outer insulation board, the L-shaped embedded steel plate and the rest of the outer wall can be pre-embedded with adhesive. The steel plate is bonded to the EPS board and the non-combustible thermal insulation material on the side of the door window. After the adhesive of the embedded steel plate is cured, the EPS board is placed on the platform for the production and processing of the precast concrete external insulation board, or it can be precast concrete After the external insulation board is cured, the corner L-shaped embedded steel plate and the window non-combustible insulation material are pasted and pasted to the surface of the EPS board in the outer protective layer, and the embedded steel plate installed in the rest of the outer wall is pasted with the EPS board. The outer surface of the buried steel plate is flat with the EPS board in the outer protective layer; ② Make holes on the EPS board at a certain interval; 7) Paste and install the side template strip of low-strength and cheap material on the prefabricated platform, and check whether the dimensional error of the prefabricated component is controlled within the allowable range; 8) The outer side of the side formwork strip can be aligned with the EPS board of the insulation layer, and the inner or outer leaf concrete steel bars, embedded steel plates or pre-embedded lifting parts can be installed in the side formwork strips. Insert the side formwork strips to connect to each other during installation on the construction site, weld and anchor the embedded steel plate or the embedded hoisting parts with the outer leaf or/and the inner bar of the inner leaf concrete, or the embedded steel plate has been bonded to the EPS board fixed; 9) Pouring outer-leaf concrete or outer protective layer or inner-leaf concrete, vibrating and leveling the poured concrete or cement mortar to meet the thickness required by the design; 10) Apply adhesive to the entire area of the prepared EPS board. The adhesive coating should be moist and full, and should not be missed. Place the EPS board with holes and adhesive coated on the poured concrete or outer protective layer. , The placement position should be accurate, when the adhesive is wet, roll the EPS board, bond the EPS board with the concrete below, and then apply the adhesive to the EPS board hole to fill the EPS strip and squeeze it, and open the hole in the roof EPS board Apply the waterproof sealing material 2 times on the top, and apply the second time after the waterproof sealing material dries in the first pass; 11) Apply adhesive to the entire surface of the EPS board. The adhesive coating should be moist and full, and should not be missed. Lay steel mesh on the EPS board, install embedded steel plates or embedded hoisting parts, or embedded The steel plate has been bonded and fixed with the EPS board, and the inner or outer leaf concrete or outer protective layer is poured when the adhesive is wet and vibrated and flattened; 12) Steam curing or natural curing of precast concrete sandwich panels or precast concrete external insulation panels, and determine whether to put plastic film on the exposed concrete surface for water retention and water curing according to needs; 13) According to the following methods, spot check or comprehensive check the reliability of layered bonding, choose according to needs: ① Lift the precast concrete sandwich panel to a certain height with vertical steel bars or pre-embedded hoisting parts at a certain height, shake and drop suddenly, and there should be no shedding, deformation or damage; ②Or partly drill the holes and check whether the layers are bonded with an endoscope, then plug the EPS board, and apply adhesive on both sides to block it; ③Or spot check more than a certain number of non-load-bearing precast concrete sandwich panels or precast concrete external insulation panels, and load them as simply supported panels. When the load reaches the design standard value, the deformation should not exceed the allowable value, then the deformation of the precast component meets the requirements, otherwise The reason should be checked and reprocessed. The construction technology of a low-carbon society in the high-tech era according to claim 10, characterized in that the outer leaf concrete of the precast concrete sandwich panel of the outer wall or the outer protective layer of the precast concrete external insulation board is also attached and installed BFRP cloth, the construction method of pasting and installing BFRP cloth is: 1) The curing of the precast concrete sandwich panel or the precast concrete external insulation board is completed, and the BFRP cloth is installed when the surface of the outer leaf concrete or the outer protective layer is dry to the touch; 2) Check and accept the position and specifications of the embedded steel plate installed on the outer concrete or outer protective layer. If there is any error, it should be corrected, and the fireproof and heat insulation material shall be pasted on the embedded steel plate pasted on the precast concrete outer insulation board; 3) The construction method of pasting and installing BFRP cloth on the outer leaf concrete or outer protective layer is: ①Full-area paste installation of BFRP cloth: The width and length of the paste installation of BFRP cloth should meet the overlapping length of each precast concrete sandwich panel or precast concrete external insulation board during installation, and also need to meet the requirements for the design and installation of the joint position of the BFRP cloth ; The width and length of the BFRP cloth should include the length of the BFRP cloth pasted on the window sill wall and the side wall of the window wall until the length of the inner leaf concrete. The upper and lower lengths of the BFRP cloth on the precast concrete sandwich panel or the precast concrete external insulation board Determined according to the design of the horizontal joint structure of the external wall prefabricated insulation board; the BFRP cloth installed on an external wall prefabricated insulation board should have no joints as much as possible; ②Or locally paste the BFRP cloth on the outer leaf concrete of the precast concrete sandwich panel: paste and install the BFRP cloth locally with the door and window opening as the center. Paste and install BFRP cloth to the side wall of the window wall to the length of the inner leaf concrete, and also paste and install the BFRP cloth to the edge of the precast concrete sandwich panel or the precast concrete external insulation board joint, and reserve the joint for overlap Paste length ③Or paste BFRP cloth on the whole area of the construction site; ④The pasting width of the BFRP cloth and the tensile bearing capacity of the BFRP cloth reserved for installation on the side walls of the window walls should meet the design requirements for the shear resistance of the BFRP cloth, and the pasting range should meet the design regulations and should be safe. reserve; ⑤Apply brush or scrape the adhesive to stick the BFRP cloth on the sticking part, and use a scraper or trowel to flatten the BFRP cloth and stick; ⑥ Install precast concrete sandwich panels or prefabricated external insulation panels into fabricated sandwich walls or fabricated concrete walls. After the external insulation walls are installed and fixed in place, cut the BFRP cloth horizontally up and down along the window at the construction site. BFRP cloth is pasted with the indoor non-combustible thermal insulation material on the side of the window wall, and pasted with the inner leaf concrete; 4) Install outdoor thermal insulation moldings on window sills and upper doors and windows, install doors and windows, then install thermal insulation decorative lines on the two sides of the window, install external wall attachments, apply adhesive to the BFRP cloth pasted on the side of the indoor window, wipe thermal insulation mortar or Install other non-combustible insulation materials. The construction technology of a low-carbon society in the high-tech era according to claim 10, characterized in that the prefabricated concrete sandwich panel or the prefabricated concrete external insulation panel is installed as a fabricated sandwich wall or installed as a fabricated concrete wall The construction and installation methods for external thermal insulation walls or prefabricated sandwich roofs are: 1) According to the relevant regulations of the construction industry and design, install the prefabricated concrete sandwich panel or prefabricated external thermal insulation panel into a prefabricated sandwich wall or install it as a prefabricated concrete external thermal insulation wall or install it as a prefabricated roof after it is fixed in place , Apply adhesive to the EPS board in a stepped lap joint at the seam first, or use plastic bolts and gaskets to fix it or flat-to-bond connection; 2) External wall joint connection: connect the horizontal steel bars at the joints of the outer leaf concrete, apply adhesive on the outer side of the EPS board at the vertical joint and apply it to the side outer leaf concrete. Scrape the outer leaf concrete at the caulking joints; connect the steel bars that need to be installed and connected at the inner leaf concrete joints according to relevant regulations, apply adhesive on the inner side of the EPS board, and apply to the sides of the inner leaf concrete on both sides. Apply adhesive to fill the inner leaf concrete with pouring or/and scraping; 3) Roof joint connection: As mentioned above, the roofing EPS panels are bonded to each other at the joints, and the steel bars at the inner leaf concrete joints under the roof are connected, and the adhesive is applied under the EPS panels at the joints and painted to the side. On the inner leaf concrete, as the adhesive is applied, the inner leaf concrete at the joint is wiped with the filling; then the waterproof sealing material is applied to the roof EPS board over the joint 2 times, the first pass is dried and then the second pass is applied. Then connect the steel bars that need to be connected at the joints of the outer leaf concrete on the roof, apply adhesive on the EPS board at the joint, and apply it to the sides of the outer leaf concrete on both sides, as the adhesive is applied with the pouring And the outer leaf concrete at the cracks of the vibrated roof; 4) The concrete at the joints should be cured in a damp state. After curing the outer leaves of the concrete at the joints of the exterior walls, the BFRP cloth at the joints should be pasted and connected to each other. A construction technology for a low-carbon society in the high-tech era. It is a prefabricated concrete sandwich panel and a prefabricated sandwich outer wall of a frame structure installed with prefabricated concrete sandwich panels, or installation of indoor partition heating partition walls, or installation The construction technology of fabricated sandwich roof panels; the prefabricated concrete sandwich panels include inner leaf concrete, thermal insulation layer, outer leaf concrete of the outer wall, or outer leaf concrete of the roof; characterized in that, the inner leaf concrete, the outer wall The outer leaf concrete and the outer leaf concrete of the roof are prefabricated autoclaved aerated concrete slabs, or the outer leaf concrete of the roof is cast-in-place concrete, and the two sides concrete of the insulation layer of the indoor separation heating partition wall is prefabricated autoclaved aerated concrete slabs Or gypsum concrete board; when the insulation layer is EPS board, or the insulation layer is made of other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements, or When used to install indoor partition heating partition walls, the insulation layer can be EPS board or rigid foam insulation board; install non-combustible insulation material on the side of the door window, and use adhesive to bond the inner leaf concrete, outer leaf concrete or two-side concrete to the insulation layer Connect to form a prefabricated lightweight concrete sandwich panel. The construction technology of a low-carbon society in the high-tech era according to claim 13, wherein the prefabricated processing method and installation method of the prefabricated lightweight concrete sandwich panel are: 1) Should comply with the general regulations of the construction industry; 2) Deepen the design according to the design requirements, determine the precast concrete sandwich panel grid for external walls or roofs or indoor partition walls, and prepare component processing drawings; mark the installation of non-combustible thermal insulation on the precast lightweight concrete sandwich panel drawings of the external walls Material, indicate the embedded positions and specifications of the embedded steel plates and embedded hoisting parts installed on the inner and outer leaf concrete and the side of the window. Embedded steel plates, and indicate on the prefabricated autoclaved aerated concrete sandwich roof panel drawings to indicate the installation of the upper embedded steel plates on the roof, or the embedded steel plates installed under the roof ceiling; if the rigidity of the side walls of the window walls is not enough, the window can be installed Partial internal and external leaf concrete at the edge of the wall is transformed into cast-in-place lightweight aggregate concrete and bonded with EPS board; 3) Carry out the following tests: ① The autoclaved aerated concrete slab is bonded to the EPS board for bonding test, and the cast-in-place concrete slab is bonded to the EPS board for bonding test. The damage should be located on the EPS board instead of at the bonding interface; ②Install pre-embedded steel plates on lightweight concrete slabs for testing, including welding with steel bars in lightweight concrete slabs and bonding with adhesives; ③ Carry out loading test on the prefabricated lightweight concrete sandwich panel of external wall or roof: On the basis of passing the bonding test, according to the concrete label required by the design, the normal section bending test and the oblique section shear test are carried out on the external wall or roof prefabricated lightweight concrete sandwich panels of different spans and different section heights. The number of prefabricated components tested should meet the requirements, and the force performance of the prefabricated lightweight concrete sandwich panels should be tested in accordance with mechanics and concrete structure theory. If not, check whether there is a problem with the layered bonding; each load data and deflection should be recorded Test data such as cracks, cracks, to failure, etc., shall meet the requirements of crack control grades, and video recording and other materials shall be appropriate; the deflection of external wall panels and the load when the precast autoclaved concrete sandwich roof panel reaches the allowable deflection limit shall be recorded , Make a component selection form for design selection, and be tested by a legal unit based on the company's self-inspection. This item should be used as a type inspection item; more than a certain number of external wall panels or roof panels should also be loaded according to a certain proportion of random inspections The test is used as the basis for submitting the factory certificate; 4) Prepare prefabricated lightweight concrete slabs, thermal insulation panels and embedded steel plates that meet the design requirements; all sides of the prefabricated lightweight concrete slabs except for the sides of the door and window must be chiseled. The flatness of the EPS board should meet the requirements. The board specifications should meet the requirements of the precast concrete sandwich board. The EPS board should minimize the joints. If there are joints, use step-type lap joints to apply adhesive to bond them into a whole, or apply or scrape the adhesive when it is flat. The sides of the EPS board seams are butt-bonded as a whole. Tests should be conducted to ensure reliable bonding; the vertical joints of the EPS boards at the edges of the adjacent prefabricated lightweight concrete sandwich panels can be stepped, or they can be coated with adhesive on the plane. Squeeze and paste; In addition to the joints of the EPS board in the prefabricated lightweight concrete sandwich panel of the roof, the joints of the EPS boards should also be coated with waterproof sealing material twice during installation. After the first pass is dried Brush for the second time to ensure that the joints are waterproof and sealed reliably; 5) Scrape the adhesive onto the prefabricated lightweight concrete board on one side, or/and scrape it onto the prepared EPS board, bond the EPS board with the prefabricated lightweight concrete board, and roll the EPS board; Brush or scrape the adhesive on the other side of the board, or/and scrape it onto the prefabricated lightweight concrete slab on the other side, bond the prefabricated lightweight concrete slab on the other side with the EPS board, and roll the bonded prefabricated lightweight concrete slab The specifications of the concrete sandwich panel should meet the design requirements, and the error should not exceed the allowable value; the thermal insulation layer of the prefabricated lightweight concrete sandwich panel around the door and window is a non-combustible thermal insulation material; 6) Or, splicing and widening the precast concrete sandwich panel according to the following construction methods: ①Connect the steel bars in the adjacent precast lightweight concrete slabs at the joints to reach the width of the precast lightweight concrete sandwich panel that meets the design requirements, and apply the interface agent to the prefabricated lightweight concrete slabs that are shaved on the side. Fill the concrete in the joints; ②Apply or scrape the adhesive on the widened prefabricated lightweight concrete slab or/and EPS board. The specifications of the EPS board are compatible with the widened prefabricated lightweight concrete slab, and the EPS board is combined with the widened prefabricated lightweight concrete. Board bonding, rolling EPS board; ③Spread or scrape the adhesive on the prefabricated lightweight concrete slab or/and EPS board, bond the prefabricated lightweight concrete slab with the EPS board, roll the EPS board, and bond the first half of the prefabricated lightweight concrete board with the EPS board. catch; ④Spread or scrape the adhesive on the EPS board or/and the prefabricated lightweight concrete slab, bond the latter half of the prefabricated lightweight concrete slab with the EPS board, and then roll the prefabricated lightweight concrete sandwich panel, specifications and The error should be within the allowable range; then connect the steel bars in the adjacent prefabricated lightweight concrete slabs at the joints; ⑤Apply interfacial agent on the side chiseled part of the precast lightweight concrete slab and the gap EPS board, and pour the concrete in the filling joint; ⑥The jointed concrete is sprayed for curing or covered with a film for curing to form a prefabricated lightweight concrete sandwich panel with widened splicing; ⑦Welding the embedded steel plate with the steel mesh of the inner and outer leaf precast concrete or/and bonding with adhesive. The outer surface of the embedded steel plate should be flush with the inner or outer leaf precast concrete. Check the installation position and specifications of the embedded steel plate Acceptance, if any errors should be corrected; 7) Prefabricated and widened autoclaved aerated concrete slabs are combined with the existing 600mm wide prefabricated concrete slabs; 8) Spot-check or comprehensively check the reliability of layered bonding for precast lightweight concrete sandwich panels. For exterior wall panels or roof panels that exceed a certain number, light-weight concrete sandwich panels should also be spot-checked according to a certain proportion, and carried out according to the bending members. In the loading test, when the load reaches the design standard value, the deformation should not exceed the allowable value, and the cracks should be controlled to meet the crack control grade regulations; 9) When the outer leaf concrete of the precast concrete sandwich roof panel is heavy concrete, only part of the outer leaf concrete can be poured on the precast concrete sandwich roof panel, or the inner leaf concrete of the precast concrete sandwich roof panel can be bonded with the EPS board The semi-finished concrete insulation board is formed. During installation, the semi-finished concrete insulation board is installed on the load-bearing beam or wall of the roof. Temporary supports are set under the semi-finished concrete insulation board. Paint the waterproof sealing material on the top, connect the inner leaf concrete under the roof, apply adhesive on the entire area of the EPS board, the adhesive coating should be moist and full, and connect the outer leaf concrete steel bars laid on the EPS board, or on the EPS board Lay the outer-leaf concrete reinforced mesh, install embedded steel plates or pre-embedded hoisting parts, pour the outer-leaf concrete and vibrate and flatten it; or connect the prefabricated lightweight concrete to the EPS board and install it on the EPS board Reinforcing steel, apply adhesive on part of the EPS board and pour heavy concrete to become a precast concrete sandwich roof panel that can meet the safety and rigidity requirements of the construction phase. Install this precast concrete sandwich roof panel on the load-bearing beam or wall of the roof , Connect the EPS boards at the joints, connect the steel bars at the joints, apply waterproof sealing material on the joints of the EPS boards, apply adhesive on the entire area of the EPS board, the adhesive coating should be moist and full, and pour the outer leaf concrete 8-2 and vibrate and flatten. The construction technology of a low-carbon society in the high-tech era according to claim 13 or 14, characterized in that it also includes high-strength durable fiber cloth, said high-strength durable fiber cloth is basalt fiber cloth, BFRP cloth for short, or Other fiber cloths that can replace BFRP cloth; paste BFRP cloth on the outer surface of the prefabricated lightweight concrete sandwich panel of the outer wall and the side of the window, and test the pasting of the BFRP cloth. A construction technology for a low-carbon society in the high-tech era. It is a construction technology of prefabricated autoclaved aerated concrete semi-finished thermal insulation board; the prefabricated autoclaved aerated concrete semi-finished thermal insulation board is used as a template at the construction site, and the cast-in-place inner The leaf concrete is bonded and installed as a semi-assembled sandwich concrete wall; the prefabricated autoclaved aerated concrete semi-finished insulation board includes a prefabricated autoclaved aerated concrete board, which is characterized in that it also includes an insulation layer, the insulation layer is When the EPS board, or the insulation layer is other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements; brushing or scraping the adhesive to make the EPS board and steaming The outer leaf concrete of the pressurized aerated concrete slab is bonded to form a prefabricated autoclaved aerated concrete semi-finished thermal insulation board. The construction technology of a low-carbon society in the high-tech era according to claim 16, characterized in that it also includes pre-embedded steel plates and high-strength durable fiber cloth; L-shaped pre-embedded steel plates are installed at the corners of the windows outside, and on the outer wall Install pre-embedded steel plates in the remaining positions; the high-strength durable fiber cloth is basalt fiber cloth, referred to as BFRP cloth, or other fiber cloth that can replace BFRP cloth, and paste the BFRP cloth on the autoclaved aerated concrete slab by brushing or scraping the adhesive BFRP cloth and inner leaf concrete are pasted on the outer leaf concrete, and also pasted to the side of the door window with non-combustible thermal insulation materials, and inner leaf concrete. The paste width of BFRP cloth and inner leaf concrete shall not be less than the specified value, and the BFRP cloth and inner leaf concrete shall be within the pasting width The parallel tensile bearing capacity should not be less than the shear bearing capacity required by the structural design; when installing the external wall attachments, use screws to pass through the connecting iron parts and BFRP cloth of the external wall attachments, and the external wall attachments will be installed. The connecting iron piece is fixed with the embedded steel plate. The construction technology of a low-carbon society in the high-tech era according to claim 16 or 17, characterized in that the semi-finished autoclaved aerated concrete insulation board is used as the outer formwork of the cast-in-place inner leaf concrete at the construction site Brush or/and scrape the adhesive first to lap and paste the EPS board seams stepwise or use plastic bolts and gaskets to fix or to bond the joints, and connect the steel bars at the joints of the autoclaved aerated concrete slabs of the outer leaves. Adhesive is applied to the outer side of the EPS board at the joint and the side of the adjacent aerated concrete board, the concrete is bonded to the EPS board at the pouring or patching gap, and the side aerated concrete board, and then the BFRP cloth at the joint is cured. Connect to form the outer formwork of the cast-in-situ inner-leaf concrete; then connect the inner-leaf concrete steel bars according to relevant regulations, and paint or/and spray the adhesive on the inner side of the EPS board as the inner concrete is poured. Should exceed a certain height, brush or/and spray adhesive and then pour the inner concrete, bond the EPS board in the semi-finished outer insulation board with the cast-in-situ inner concrete or join together, and install it into a semi-assembled sandwich. Concrete wall. A construction technology for a low-carbon society in the high-tech era. It uses high-strength durable fiber cloth to replace the current cement polymer mortar thin plastering protective layer for EPS board insulation and increase the durability of the external insulation wall; it includes the base layer Wall or inner leaf concrete, insulation layer, high-strength durable fiber cloth, characterized in that it also includes embedded steel plates; the high-strength durable fiber cloth is basalt fiber cloth, referred to as BFRP cloth, or other fibers that can replace BFRP cloth When the insulation layer is an EPS board, or other insulation materials are used for the insulation layer, it needs to be tested to prove that it has the ability to adapt to deformation in long-term use, the bonding interface is not damaged, and the durability meets the requirements; the embedded steel plate includes The L-shaped pre-embedded steel plate at the corner of the window and the rest of the outer wall are pre-embedded with steel plates. Install the L-shaped pre-embedded steel plate to the corner of the door window with adhesive to bond with the EPS board and with the non-combustible thermal insulation material on the side of the door window. The steel plate is pasted and installed on the EPS board where the external wall attachments need to be installed; the BFRP cloth is pasted on the EPS board with adhesive, and also pasted on the non-combustible insulation material on the side of the door window, and also pasted to the base wall on the side of the door window Or on the inner leaf concrete; the tensile bearing capacity of the bonding between the embedded steel plate and the EPS board, and the tensile bearing capacity of the L-shaped embedded steel plate at the corner of the window installed should not be less than the weight of the external wall attachment and the negative wind The tensile force generated by the most unfavorable load combination value of compression must have a certain safety reserve; or after the BFRP cloth is installed, decorative tiles, curtain wall decorative panels and other decorative surfaces are installed on the BFRP cloth to improve fire safety. According to the construction technology of a low-carbon society in the high-tech era according to claim 19, the energy-saving insulation wall can be installed with the following installation methods, which are selected according to convenience: 1) Paste and install the EPS board on the base wall of the construction site, then paste the embedded steel plate on the EPS board, and then paste and install the BFRP cloth on the EPS board and the embedded steel plate; 2) Or put the EPS board on the prefabricated platform, paste the embedded steel plate on the EPS board, and then paste and install the BFRP cloth on the EPS board and the embedded steel plate to form a semi-finished prefabricated insulation board; install the semi-finished prefabricated insulation board on the construction site Perform external thermal insulation on the base wall; or use the semi-finished prefabricated thermal insulation board as a template for cast-in-situ inner-leaf concrete at the construction site, and pour the inner-leaf concrete to form a semi-assembled external thermal insulation and energy-saving wall; 3) Or the semi-finished prefabricated thermal insulation board is bonded and compounded with the poured inner leaf concrete on the prefabricated platform to form a precast concrete thermal insulation wall panel, and the precast concrete thermal insulation wall panel is installed as a prefabricated concrete external thermal insulation energy-saving wall at the construction site; 4) Or there is a thin plastering protective layer of cement polymer mortar on the surface of the BFRP cloth, or applying an adhesive to wipe the cement mortar, or sticking and installing a non-combustible protective layer. The exterior wall decoration layer and fire protection layer can be installed on the prefabricated platform. Can be installed in the construction phase; 5) Or install non-combustible thermal insulation material on the outside of the BFRP cloth, and then install the curtain wall decoration panel on the outside of the non-combustible thermal insulation material. The curtain wall decoration panel is connected with the embedded steel plate through the steel keel, and the fire insulation material is installed on the BFRP cloth on the side of the indoor door window. Apply thermal insulation mortar to meet the fire protection requirements; 6) The prefabricated processing method and installation method of the prefabricated thermal insulation board or semi-finished prefabricated thermal insulation board shall comply with the general regulations of the construction industry. The prefabricated or semi-assembled external thermal insulation and energy-saving wall shall be intensified, and the BFRP cloth and BFRP cloth shall be pasted Test and test the tensile strength of pasting each other, and test and test the adhesion of each layer. A low-carbon society construction technology in the high-tech era is to install non-combustible thermal insulation materials on the external walls, replace the current cement polymer mortar thin plastering protective layer with high-strength durable fiber cloth, and install external wall attachments for thermal insulation and broken bridges. Construction technology to increase the durability of external thermal insulation walls; it includes base wall, non-combustible thermal insulation material and high-strength durable fiber cloth, and is characterized in that it also includes embedded steel plates; the high-strength durable fiber cloth is basalt fiber cloth, abbreviated as BFRP cloth, or other fiber cloth that can replace BFRP cloth; install non-combustible thermal insulation material on the base wall; the embedded steel plate includes the L-shaped embedded steel plate at the corner of outdoor doors and windows and the embedded steel plate installed at the rest of the exterior wall, Use an adhesive to bond the L-shaped embedded steel plate and the embedded steel plate installed at the rest of the outer wall with the non-combustible insulation material, or connect the embedded steel plate installed at the remaining position of the external wall with the base wall; the embedded steel plate is connected to the non-combustible The tensile load-bearing capacity of the bonding area between the insulation materials should not be less than the pull-out force of the embedded steel plate due to the combined value of the weight of the external wall attachment and the negative wind load, and there is a certain safety reserve; the BFRP is used with adhesive The cloth is pasted on the surface of the non-combustible thermal insulation material, and also pasted to the side of the door window and non-combustible thermal insulation material, and is also pasted to the inner base layer wall, and is also pasted to the side of the deformation joint. A construction technology for a low-carbon society in the high-tech era. It is an energy-dissipating and damping structure that uses shock-absorbing and shock-absorbing materials in the foundation of a building. It includes the foundation and foundation of the main structure of the building. It is characterized in that it also includes The shock-absorbing and shock-absorbing material is a material with elasticity; the shock-absorbing and shock-absorbing material is installed between the foundation and the foundation, and the shock-absorbing and shock-absorbing material is laid and installed on the foundation during the construction of the foundation of the building, Then pour foundation concrete or install other foundations on the damping and damping materials, that is, installing damping and damping materials between the foundation and the foundation. A construction technology for a low-carbon society in the high-tech era. It is a construction technology that installs a frame structure indoor partition wall as a damping wall; it includes the main structure of the building and the wall, and is characterized in that it also includes elastomeric materials; A gap of a certain width is reserved between the wall of the indoor partition wall and the beams and columns of the main structure of the building. An elastomer material is installed in the gap. The elastomer material glues and connects the wall of the indoor partition wall and the main structure of the building. The elastomer material is Damping of indoor partition walls. The construction technology of a low-carbon society in the high-tech era according to claim 23, characterized in that it also includes an insulation layer; the insulation layer is an EPS board, or the insulation layer is another insulation material that adapts to deformation; The indoor partition wall is a wall bonded by the two side walls and the middle EPS board. The two side walls and the main structure of the building are bonded with elastomer materials to form a damping wall of the sandwich insulation partition wall; or the EPS board is also It is bonded to the beams and columns of the main structure of the building; the two side walls are prefabricated boards installed in a prefabricated manner, or the two side walls are masonry walls. A construction technology for a low-carbon society in the high-tech era. It is a construction technology in which prefabricated wall panels are mounted externally on the frame structure, and elastomer materials are installed between the mounted external wall panels and the beams and columns of the frame structure as damping; it includes construction The frame beams and columns and external wall panels of the main structure are characterized in that they also include elastomer materials; the external wall panels are installed on the outside of the frame beams and columns; a certain width gap is left between the external wall panels and the frame beams; on the frame beams Install the steel parts to hang the external wall panels to form a hanging point, and install steel parts on the frame beams to support the upper layer of the external wall panels to form a limit point; the screw rod installed at the suspension point and the steel insert in the limit point , Both allow horizontal displacement and vertical displacement within a certain range; in the appropriate position of the hanging point and limit point of the external wall panel and the frame beam and column, and the local injection of elastic body at the appropriate position in the gap between the external wall panel and the frame beam and column Material, elastomeric material connects the external wall panel to the outer side of the main structure of the building. The elastomer material is the damping of the external wall panel. When the main structure of the building is horizontally displaced, the external wall panel lags behind the displacement of the main building structure, thereby reducing wind The horizontal displacement of the main structure under load and earthquake. The construction technology of a low-carbon society in the high-tech era according to claim 25, characterized in that, the installation structure of the external wall panel is: 1) When there is a wall between windows between the external wall panels or when the external wall panels form a wall without door and window openings, install the fixed steel parts under the beams, and the upper end of the fixed steel parts to hang the external wall panels is the hanging point , The upper end of the fixed steel piece supports the upper layer of the external wall panel as a limit point, and the upper and lower points of the inner side of the external wall panel are respectively fixed with the fixed steel parts under the beam of the main structure of the building; The upper steel plate and the lower steel plate are respectively installed on the fixed steel parts of the hanging point, the steel plate hanger supports the lower steel plate, the upper end of the steel plate hanger is anchored with the upper steel plate, and the wear-resistant buffer gasket is pasted on the lower steel plate; on the external wall There is a pre-embedded steel plate at the upper end of the inner leaf concrete of the plate to anchor the screw and the embedded steel plate; then pass the screw through the slot between the steel plate hanger and the upper steel plate, and insert the screw into the hole of the fixed steel part installed on the beam to fix it The length of the holes in the fixed steel parts and the grooves of the steel plate hanging parts in the horizontal direction and the height of the vertical direction of the wallboard are greater than the diameter of the screw a, allowing the screw a to swing in the horizontal and vertical directions, and the steel plate hanging on the left and right sides of the screw Elastomer material is injected into the left and right parts; The limit point is to anchor the supporting steel part to the fixed steel part, the inner leaf concrete of the external wall panel has a embedded steel plate at the lower end, and the wall panel steel part is anchored with the embedded steel plate, and the wall panel steel part has inserted steel The upper end of the inserted steel part is anchored to the wall steel part. When installing, insert the inserted steel part into the hole of the supporting steel part. Insert the steel part and inject the elastomer material on the left and right sides. The inserted steel part can be left and right in the supporting steel part. Displacement, the elastomer material has a buffer effect on the displacement of the inserted steel part; there is a wear-resistant buffer gasket between the wall plate steel part and the supporting steel part; 2) When there is no window wall between the external wall panels, and the exterior wall facade is horizontal row windows, the hanging point is located on the upper part of the beam of the main structure of the building, and fixed steel parts are installed on the upper part of the beam; the limit point is located at the lower part of the beam. Fixing steel parts are installed at the lower part of the beam; the connection structure of the inner leaf concrete of the external wall panel of the horizontal row window and the two fixed steel parts installed up and down the beam and the above-mentioned hanging point for installing the external wall panel when there is a wall between windows The structure is the same as the limit point. A construction technology for a low-carbon society in the high-tech era. It is a construction technology that installs anti-side movement diagonal braces on the insulation layer of a building's outer wall or indoor partition wall to connect to the main structure of the building to resist the horizontal displacement of the building; Including the main structure of the building, the insulation layer, the inner-leaf concrete or base wall, the outer-leaf concrete or the non-combustible material protection layer outside the insulation layer, characterized in that it also includes anti-side movement diagonal braces; the insulation layer is an EPS board, Or when the insulation layer adopts other insulation materials, it needs to be tested to prove that it has the ability to adapt to deformation during long-term use, the bonding interface is not damaged, and the durability meets the requirements; the anti-side displacement brace is steel, steel plate or section steel; When the outer wall of the main structure of the building is a concrete wall or other load-bearing masonry wall, or the main structure of the building is a beam column of a frame structure; the EPS board is located between the inner leaf concrete and the outer leaf concrete of the outer wall, or the EPS board is located on the inner leaf concrete Or between the base wall and the protective layer of non-combustible materials, stick the anti-side movement diagonal brace and install it in the groove inside the EPS board, and the anti-side movement diagonal brace is anchored to the main structure of the building; When the energy-saving insulation wall is an indoor partition wall, the walls on the two sides of the EPS board are cast-in-place concrete, or prefabricated boards or masonry walls installed in a prefabricated manner; the anti-side movement diagonal braces are pasted and installed on the EPS board The two ends of the anti-side movement diagonal brace are anchored to the main structure of the building; Apply epoxy resin adhesive or anti-corrosion epoxy resin adhesive to the inner and outer surfaces of the anti-side movement diagonal brace and paste it in the groove of the EPS board to form a paste installation on the EPS board to connect the anti-side movement diagonal brace and the main structure of the building. The architectural structure used to resist the horizontal displacement of the building. A construction technology for a low-carbon society in the high-tech era, which includes a base wall, and is characterized in that it also includes high-strength durable fiber cloth, the high-strength durable fiber cloth is basalt fiber cloth, referred to as BFPR cloth, or with basalt fiber cloth Other fiber cloth with high performance; paste the BFPR cloth along the building circumference with adhesive, and paste the BFPR cloth on the side of the window wall until it is wound and bound on the inner side of the window wall, and the BFPR is pasted along the 45 degree direction at the corners of the indoor and outdoor windows The cloth makes the brittle wall that does not have the ability to resist earthquakes and strong winds to become walls that have the ability to resist earthquakes and strong winds. A low-carbon society construction technology in the high-tech era is to paste embedded steel plates on EPS boards or other insulation layers in energy-saving insulation wall or roofing projects, or/and combine EPS boards or other insulation boards with The base layer paste is characterized in that the selected adhesive is epoxy resin adhesive or other water-insoluble adhesives. A construction technology for a low-carbon society in the high-tech era. It is a construction technology that installs prefabricated lightweight upper window sills on various wall window sills and can be greened on the windowsill. It is characterized by wrapping and pasting basalt fiber on the EPS board. The BFRP cloth is used as the prefabricated window sill. The prefabricated EPS window sill is fixed to the embedded steel plate at the outer corner of the window with anchor bolts, and glue is applied to fix it. It can also plant flowers and vegetables on the window sill for greening.

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