CN112025972A - Preparation process of building wall - Google Patents
Preparation process of building wall Download PDFInfo
- Publication number
- CN112025972A CN112025972A CN202010980738.4A CN202010980738A CN112025972A CN 112025972 A CN112025972 A CN 112025972A CN 202010980738 A CN202010980738 A CN 202010980738A CN 112025972 A CN112025972 A CN 112025972A
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- pouring
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- building wall
- concrete
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- 238000002360 preparation method Methods 0.000 title claims abstract description 9
- 230000007246 mechanism Effects 0.000 claims abstract description 38
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000003780 insertion Methods 0.000 claims abstract description 19
- 230000037431 insertion Effects 0.000 claims abstract description 19
- 238000005086 pumping Methods 0.000 claims abstract description 18
- 238000003756 stirring Methods 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 238000002347 injection Methods 0.000 claims description 13
- 239000007924 injection Substances 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 238000007599 discharging Methods 0.000 claims description 9
- 238000002156 mixing Methods 0.000 claims description 8
- 230000003028 elevating effect Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 239000003381 stabilizer Substances 0.000 claims 3
- 238000010276 construction Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000002440 industrial waste Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 238000013519 translation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000010883 coal ash Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/0225—Feeding specific quantities of material at specific locations in the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/023—Feeding the moulding material in measured quantities from a container or silo by using a feed box transferring the moulding material from a hopper to the moulding cavities
- B28B13/0235—Feeding the moulding material in measured quantities from a container or silo by using a feed box transferring the moulding material from a hopper to the moulding cavities the feed box being provided with agitating means, e.g. stirring vanes to avoid premature setting of the moulding material
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/08—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions using driven mechanical means affecting the mixing
- B28C5/10—Mixing in containers not actuated to effect the mixing
- B28C5/12—Mixing in containers not actuated to effect the mixing with stirrers sweeping through the materials, e.g. with incorporated feeding or discharging means or with oscillating stirrers
- B28C5/16—Mixing in containers not actuated to effect the mixing with stirrers sweeping through the materials, e.g. with incorporated feeding or discharging means or with oscillating stirrers the stirrers having motion about a vertical or steeply inclined axis
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention provides a preparation process of a building wall, which comprises the following steps: s1, assembling external steel plates and internal steel bars used by the prefabricated plate; s2, pouring the materials into a stirrer, adding water and stirring to prepare concrete; s3, transferring the concrete to a moving mechanism, and moving to the site to pour through a pumping mechanism; s4, inserting the steel plates into the side face of the external steel plate during pouring, horizontally moving the discharge port and pouring layer by layer; s5, after each layer is poured, plugging the insertion holes in the side face of the outer steel plate, and then pouring the next layer; and S6, curing the prefabricated wall body after pouring. According to the invention, concrete can be filled into any corner of the mould in a layer-by-layer pouring mode, the step of vibration filling can be saved, the probability of cavities existing in the final finished wallboard is very low, and the finished product rate is higher.
Description
Technical Field
The invention relates to the technical field of prefabricated wall manufacturing, in particular to a preparation process of a building wall.
Background
The large prefabricated wall plate building is a building with a full-assembled plate structure and mainly comprising load-bearing wall plates, which is assembled by prefabricated inner and outer wall plates, floor slabs, roof slabs, stair sections and other matched components. The Soviet Union of the 20 th century and the 30 th century carries out trial production of fabricated wallboard buildings, and is popularized and applied in the 50 th century. By 1980, the construction amount accounts for more than 60% of the construction amount of the house in the current year. In 1954, france was built into a prefabricated large wallboard plant with 20000 annualized households. During this time, eastern europe, northern europe, korea and japan have also developed considerably. Since the first assembled wallboard project built in Beijing in 1959 in China, provinces and city autonomous regions in China are popularized and adopted successively, and most of the provinces and city autonomous regions are 5-16 stories of houses. The assembly type building creates favorable conditions for building industrialization because most of work is carried out in factories. The method has the advantages of high construction mechanization degree, short construction period, less field labor, less wet operation, less influence of seasons and the like. The assembly type building has higher requirements on the precision of manufacturing and hoisting of the components, and needs scientific construction organization management to ensure the engineering quality.
The prefabricated wall board is divided into a common reinforced concrete board, a light aggregate concrete board with good heat insulation performance, a vibrating brick wall board and a board made of industrial waste materials such as coal ash and slag according to the materials. The lightweight concrete and the industrial waste plate are easy to fill due to small particles, the reinforced concrete plate can easily catch large-particle aggregates, the mobility is small, filling dead corners can easily occur, the number of required steps can be increased if the concrete flows conveniently by adopting a vibration mode in the subsequent process, and the quality problem of the concrete plate can easily occur, so that a new building wall preparation process is needed to solve the problem.
Disclosure of Invention
In view of this, the invention provides a preparation process of a building wall, which can fill concrete into any corner of a mold in a layer-by-layer pouring manner, so as to improve the final yield and the quality of the wall.
In order to solve the technical problems, the invention provides a preparation process of a building wall, which comprises the following steps:
s1, assembling external steel plates and internal steel bars used by the prefabricated plate;
s2, pouring the materials into a stirrer, adding water and stirring to prepare concrete;
s3, transferring the concrete to a moving mechanism, and moving to the site to pour through a pumping mechanism;
s4, inserting the steel plates into the side face of the external steel plate during pouring, horizontally moving the discharge port and pouring layer by layer;
s5, after each layer is poured, plugging the insertion holes in the side face of the outer steel plate, and then pouring the next layer;
and S6, curing the prefabricated wall body after pouring.
Further, the moving mechanism in the step S3 includes a base, a first traveling wheel arranged below the base, a hopper is arranged on the base, a pump body is arranged in the hopper and communicated with a delivery pipe, and the delivery pipe is communicated with the pumping mechanism.
Further, set up the stand on the base, set up the agitator tank in the top of hopper on the stand, correspond the support that the agitator tank set up the L type on the base, the support tip sets up the (mixing) shaft, the (mixing) shaft stretches into and sets up stirring vane in the agitator tank, set up the agitator motor of drive (mixing) shaft on the support.
Further, the bottom of agitator tank is the toper structure, the bottom of agitator tank sets up the discharging pipe, the lower extreme and the hopper of discharging pipe correspond, set up the stop valve on the discharging pipe.
Further, pumping mechanism in step S3 includes the elevating system that base one end set up, elevating system 'S upper end sets up the landing slab, set up the riser on the landing slab, one side of riser sets up telescopic machanism, telescopic machanism' S tip sets up the filling tube, the one end and the conveyer pipe intercommunication of filling tube, the riser middle part corresponds the filling tube and sets up the guiding hole.
Furthermore, an insertion hole is formed in the outer steel plate corresponding to the injection pipe, a sleeve is arranged on the outer side of the insertion hole, threads are arranged on the inner side of the sleeve, and a plugging block is movably inserted into the sleeve.
Further, the prefabricated wall body is arranged on the movable trolley, the movable trolley comprises a bottom plate, second walking wheels are arranged below the bottom plate, a plurality of sleeves are arranged on two sides of the bottom plate, balancing rods are inserted into the sleeves, the outer ends of the balancing rods are provided with centering wheels, and locking mechanisms are arranged on the sleeves and the balancing rods.
Furthermore, the locking mechanism comprises a plurality of first clamping holes formed in the sleeve, second clamping holes are formed in the balance rod corresponding to the first clamping holes, and L-shaped pins are inserted into the first clamping holes and the second clamping holes.
The technical scheme of the invention has the following beneficial effects:
traditional prefabricated wall body is pour and is all pour into the concrete under the top, under the influence of building stones in inside reinforcing bar and the concrete, hardly fill every regional space in, follow-up concrete that still need in to the mould vibrates, but final product still has great defective percentage. But this application adopts the successive layer to pour, begins to pour at the bottommost, inserts in the outside steel sheet from the side, enters into the mould of pouring inside, then removes the discharge gate for this layer space obtains the perfect packing of concrete, then shifts out pumping mechanism's discharge gate, inserts at the patchhole from first patchhole top, carries out the pouring of second layer, and such one-layer pouring makes the filling effect better, and can save steps such as vibrate in follow-up.
According to the invention, concrete can be filled into any corner of the mould in a layer-by-layer pouring mode, the step of vibration filling can be saved, the probability of cavities existing in the final finished wallboard is very low, and the finished product rate is higher.
Drawings
FIG. 1 is a schematic structural view of an outer steel plate according to the present invention;
FIG. 2 is a schematic diagram of the moving mechanism and pumping mechanism of the present invention;
FIG. 3 is a schematic structural view of the mobile cart of the present invention;
FIG. 4 is a schematic structural diagram of the side surface of the mobile cart of the present invention.
1. An outer steel plate; 2. an insertion hole; 3. a plugging block; 4. an injection pipe; 5. a platform plate; 6. a vertical plate; 7. a guide hole; 8. a telescoping mechanism; 9. a delivery pipe; 10. a stirring box; 11. a stirring blade; 12. a stirring shaft; 13. a stirring motor; 14. a support; 15. a lifting mechanism; 16. a base; 17. a first running wheel; 18. a discharge pipe; 19. a stop valve; 20. a column; 21. a hopper; 22. a pump body; 23. a base plate; 24. prefabricating a wall body; 25. a sleeve; 26. a pin; 27. a balancing pole; 28. a righting wheel; 29. a second road wheel; 30. a second card hole; 31. a first card hole; 32. a sleeve.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to fig. 1 to 4 of the embodiments of the present invention. It is to be understood that the embodiments described are only a few embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the invention, are within the scope of the invention.
Example one
As shown in fig. 1-4: a preparation process of a building wall comprises the following steps:
s1, assembling an external steel plate 1 and an internal steel bar used by the prefabricated plate;
s2, pouring the materials into a stirrer, adding water and stirring to prepare concrete;
s3, transferring the concrete to a moving mechanism, and moving to the site to pour through a pumping mechanism;
s4, inserting the steel plates into the side face of the external steel plate 1 during pouring, horizontally moving the discharge port and pouring layer by layer;
s5, after each layer is poured, plugging the insertion holes 2 in the side face of the outer steel plate, and then pouring the next layer;
and S6, curing the prefabricated wall 24 after pouring.
Particularly, after the gravel cement is stirred, the gravel cement is poured into the moving mechanism, the gravel cement is moved to a pouring area through the moving mechanism, the mold consists of an external steel plate and an internal steel bar, and the pumping mechanism can extract the concrete on the moving mechanism for pouring. When pouring, opening the insertion hole at the lowest part of the side surface of the external steel plate, inserting the insertion hole into the internal part through the pumping mechanism to perform horizontal moving pouring until the pouring of the layer is finished, then drawing out the end part of the pumping mechanism, plugging the insertion hole, then inserting the insertion hole from the upper part to perform the steps until all the insertion holes are poured at last, performing final pouring through the opening at the uppermost part of the mold, and moving the mold to a curing chamber for curing after initial setting after the pouring is finished.
According to one embodiment of the present invention, as shown in figures 1 and 2,
the moving mechanism in the step S3 includes a base 16 and a first traveling wheel 17 disposed below the base 16, a hopper 21 is disposed on the base 16, a pump body 22 is disposed in the hopper 21, the pump body 22 is communicated with a delivery pipe 9, and the delivery pipe 9 is communicated with a pumping mechanism.
Set up stand 20 on the base 16, set up agitator tank 10 in the top of hopper 21 on stand 20, correspond agitator tank 10 on the base 16 and set up the support 14 of L type, support 14 tip sets up (mixing) shaft 12, set up stirring vane 11 in (mixing) shaft 12 stretches into agitator tank 10, set up driving stirring shaft 12's agitator motor 13 on the support 14.
The bottom of agitator tank 10 is the toper structure, the bottom of agitator tank 10 sets up discharging pipe 18, the lower extreme of discharging pipe 18 corresponds with hopper 21, set up stop valve 19 on the discharging pipe 18.
After the concrete is stirred, the concrete is placed into the stirring box, and the concrete can still be stirred in the stirring box, so that the concrete is prevented from being solidified. When needs pump sending concrete, open the stop valve for in the concrete falls into the hopper from the agitator tank, pump body suction concrete in the hopper passes through the conveyer pipe and sends to pumping mechanism, realizes pouring.
In one embodiment of the present invention, as shown in figures 1 and 2,
pumping mechanism in step S3 includes elevating system 15 that 16 one end of base set up, elevating system 15 'S upper end sets up landing slab 5, set up riser 6 on landing slab 5, one side of riser 6 sets up telescopic machanism 8, telescopic machanism 8' S tip sets up injection tube 4, the one end and the conveyer pipe 9 intercommunication of injection tube 4, riser 6 middle part corresponds injection tube 4 and sets up guiding hole 7.
An insertion hole 2 is formed in the outer steel plate 1 corresponding to the injection pipe 4, a sleeve 32 is arranged on the outer side of the insertion hole 2, threads are arranged on the inner side of the sleeve 32, and the plugging block 3 is movably inserted into the sleeve 32.
The pumping mechanism is mainly the latter half of the pumping system, namely is communicated with the delivery pipe through the injection pipe, and the concrete enters the injection pipe and is delivered into the mould through the tail end of the injection pipe. The lifting mechanism can adopt a hydraulic lifting mechanism to drive the platform plate to lift, and the platform plate can be inserted into the insertion holes with different heights. The telescopic machanism can drive the filling tube and realize the translation, and the back is pour in the mould internal translation, can take out in the mould, inserts in next inserting hole behind height control. After the insertion holes are poured, the insertion holes need to be plugged, and the outflow of concrete poured subsequently is avoided. The patchhole outside is passed through the sleeve pipe extension, can set up plugging block threaded connection for the plugging block can carry out the shutoff to the plug-in hole. The outer end of the plugging block can be provided with a handle, so that the plugging block is convenient to rotate.
In one embodiment of the present invention, as shown in figures 1, 3 and 4,
the prefabricated wall body 24 is arranged on a movable trolley, the movable trolley comprises a bottom plate 23, second traveling wheels 29 are arranged below the bottom plate 23, a plurality of sleeves 25 are arranged on two sides of the bottom plate 23, balancing rods 27 are inserted into the sleeves 25, the outer ends of the balancing rods 27 are provided with righting wheels 28, and locking mechanisms are arranged on the sleeves 25 and the balancing rods 27. Prefabricated wall body is pouring the back that finishes, need carry out the maintenance, all wait for the initial set back among the prior art, it places the maintenance to possess and remove to the maintenance room level after the certain strength, this maintenance mode need wait for concrete initial set and level to add up the back transport unchangeable, the problem is more, and the mould directly sets up on the travelling car in this application, can be through the travelling car with concrete direct movement to the maintenance room after pouring finishes, and be vertical setting at whole in-process prefabricated wall body, each other does not influence between every prefabricated wall body, it is very convenient to carry like this. But considering the height of the prefabricated wall body, the two sides of the mobile trolley are provided with the centralizing wheels to ensure balance. The centralizing wheel is inserted into the sleeve through the balance bar, so that the centralizing wheel can be unfolded when in use and can be folded when not in use, and the centralizing wheel does not occupy too large space.
In one embodiment of the present invention, as shown in figures 1, 3 and 4,
the locking mechanism comprises a plurality of first clamping holes 31 arranged on the sleeve 25, second clamping holes 30 are arranged on the balance rod 27 corresponding to the first clamping holes 31, and L-shaped pins 26 are inserted into the first clamping holes 31 and the second clamping holes 30. First card hole and second card hole are vertical setting, and after the pin inserted, can realize fixing through the structure of its L type like this, and are more convenient.
In the present invention, unless otherwise explicitly specified or limited, for example, it may be fixedly attached, detachably attached, or integrated; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (8)
1. A preparation process of a building wall body is characterized by comprising the following steps: the method comprises the following steps:
s1, assembling an external steel plate (1) and an internal steel bar used by the prefabricated plate;
s2, pouring the materials into a stirrer, adding water and stirring to prepare concrete;
s3, transferring the concrete to a moving mechanism, and moving to the site to pour through a pumping mechanism;
s4, inserting the steel plates into the side face of the external steel plate (1) during pouring, horizontally moving the discharge port and pouring layer by layer;
s5, after each layer is poured, plugging the insertion holes (2) in the side face of the outer steel plate, and then pouring the next layer;
and S6, curing the prefabricated wall (24) after pouring.
2. The process for preparing a building wall according to claim 1, wherein: the moving mechanism in the step S3 comprises a base (16) and a first travelling wheel (17) arranged below the base (16), wherein a hopper (21) is arranged on the base (16), a pump body (22) is arranged in the hopper (21), the pump body (22) is communicated with a delivery pipe (9), and the delivery pipe (9) is communicated with a pumping mechanism.
3. The process for preparing a building wall according to claim 2, wherein: set up stand (20) on base (16), set up agitator tank (10) in the top of hopper (21) on stand (20), correspond agitator tank (10) on base (16) and set up support (14) of L type, support (14) tip sets up (mixing) shaft (12), set up stirring vane (11) in agitator tank (10) is stretched into in (mixing) shaft (12), set up agitator motor (13) of drive (mixing) shaft (12) on support (14).
4. The process for preparing a building wall according to claim 3, wherein: the bottom of agitator tank (10) is the toper structure, the bottom of agitator tank (10) sets up discharging pipe (18), the lower extreme and hopper (21) of discharging pipe (18) correspond, set up stop valve (19) on discharging pipe (18).
5. The process for preparing a building wall according to claim 4, wherein: pumping mechanism in step S3 includes elevating system (15) that base (16) one end set up, the upper end of elevating system (15) sets up landing slab (5), set up riser (6) on landing slab (5), one side of riser (6) sets up telescopic machanism (8), the tip of telescopic machanism (8) sets up injection tube (4), the one end and conveyer pipe (9) the intercommunication of injection tube (4), riser (6) middle part corresponds injection tube 4 and sets up guiding hole (7).
6. The process for preparing a building wall according to claim 5, wherein: the outer steel plate (1) is provided with an insertion hole (2) corresponding to the injection pipe (4), the outer side of the insertion hole (2) is provided with a sleeve (32), the inner side of the sleeve (32) is provided with threads, and the sleeve (32) is movably inserted into the plugging block (3).
7. The process for preparing a building wall according to claim 6, wherein: prefabricated wall body (24) set up on the travelling car, the travelling car includes bottom plate (23), the below of bottom plate (23) sets up second walking wheel (29), the both sides of bottom plate (23) set up a plurality of sleeves (25), it sets up stabilizer bar (27) to insert in sleeve (25), stabilizer bar (27)'s outer end sets up righting wheel (28), set up locking mechanism on sleeve (25) and stabilizer bar (27).
8. The process for preparing a building wall according to claim 7, wherein: the locking mechanism comprises a plurality of first clamping holes (31) formed in the sleeve (25), second clamping holes (30) are formed in the balance rod (27) corresponding to the first clamping holes (31), and L-shaped pins (26) are inserted into the first clamping holes (31) and the second clamping holes (30).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010980738.4A CN112025972A (en) | 2020-09-17 | 2020-09-17 | Preparation process of building wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010980738.4A CN112025972A (en) | 2020-09-17 | 2020-09-17 | Preparation process of building wall |
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| CN112025972A true CN112025972A (en) | 2020-12-04 |
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| CN202010980738.4A Pending CN112025972A (en) | 2020-09-17 | 2020-09-17 | Preparation process of building wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116494369A (en) * | 2023-04-23 | 2023-07-28 | 国网安徽省电力有限公司经济技术研究院 | A PEC component molding processing device |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0756047A2 (en) * | 1995-07-26 | 1997-01-29 | Ziegelmontagebau Winklmann GmbH & Co KG | Method of making prefabricated plastered masonry walls, and formwork table for executing such a method |
| JP2001105419A (en) * | 1999-10-07 | 2001-04-17 | Okisou Kensetsu:Kk | Method for manufacturing precast wall panel and molding machine |
| CN201284129Y (en) * | 2008-08-30 | 2009-08-05 | 江苏天奇物流系统工程股份有限公司 | Righting wheel apparatus for correcting trolley inclination |
| CN101858114A (en) * | 2009-04-07 | 2010-10-13 | 段风雷 | Construction method for cast-in-place integral light-weight partition wall |
| CN104787187A (en) * | 2015-04-17 | 2015-07-22 | 浙江联宜电机股份有限公司 | Single-wheel electric balance trolley |
| CN105672660A (en) * | 2016-03-14 | 2016-06-15 | 湖州中辰建设有限公司 | Building concrete on-site pouring device |
| CN106640120A (en) * | 2016-10-31 | 2017-05-10 | 彭峰 | Ground-surface fixed-point deep hole layered grouting construction method |
| CN106672865A (en) * | 2017-03-24 | 2017-05-17 | 王志强 | Carrying forklift for warehouse |
| CN206562775U (en) * | 2017-02-16 | 2017-10-17 | 东栋宏业建设集团有限公司 | A kind of flexible concrete spreader |
| CN107956490A (en) * | 2017-12-29 | 2018-04-24 | 中国铁道科学研究院铁道建筑研究所 | A kind of intelligent tunnel lining trolley |
| CN108104843A (en) * | 2018-02-08 | 2018-06-01 | 中铁五局集团有限公司 | Tunnel is without empty lining trolley |
| CN108277908A (en) * | 2018-03-27 | 2018-07-13 | 刘允才 | Energy saving and environment friendly CL walling works construction method |
| CN110281389A (en) * | 2019-07-26 | 2019-09-27 | 湖南高福星智能科技有限公司 | Construction concrete grouting device and its application method |
| CN110410106A (en) * | 2019-07-30 | 2019-11-05 | 中铁十二局集团有限公司 | Tunnel vault band film grouting construction method |
| CN209581570U (en) * | 2018-11-21 | 2019-11-05 | 广州智龄科技有限公司 | A kind of parallel pulley auxiliary device of portable type physical distribution |
| CN111335922A (en) * | 2020-03-25 | 2020-06-26 | 陕西公路交通科技开发咨询公司 | Lining trolley and tunnel secondary lining construction method using lining trolley |
-
2020
- 2020-09-17 CN CN202010980738.4A patent/CN112025972A/en active Pending
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0756047A2 (en) * | 1995-07-26 | 1997-01-29 | Ziegelmontagebau Winklmann GmbH & Co KG | Method of making prefabricated plastered masonry walls, and formwork table for executing such a method |
| JP2001105419A (en) * | 1999-10-07 | 2001-04-17 | Okisou Kensetsu:Kk | Method for manufacturing precast wall panel and molding machine |
| CN201284129Y (en) * | 2008-08-30 | 2009-08-05 | 江苏天奇物流系统工程股份有限公司 | Righting wheel apparatus for correcting trolley inclination |
| CN101858114A (en) * | 2009-04-07 | 2010-10-13 | 段风雷 | Construction method for cast-in-place integral light-weight partition wall |
| CN104787187A (en) * | 2015-04-17 | 2015-07-22 | 浙江联宜电机股份有限公司 | Single-wheel electric balance trolley |
| CN105672660A (en) * | 2016-03-14 | 2016-06-15 | 湖州中辰建设有限公司 | Building concrete on-site pouring device |
| CN106640120A (en) * | 2016-10-31 | 2017-05-10 | 彭峰 | Ground-surface fixed-point deep hole layered grouting construction method |
| CN206562775U (en) * | 2017-02-16 | 2017-10-17 | 东栋宏业建设集团有限公司 | A kind of flexible concrete spreader |
| CN106672865A (en) * | 2017-03-24 | 2017-05-17 | 王志强 | Carrying forklift for warehouse |
| CN107956490A (en) * | 2017-12-29 | 2018-04-24 | 中国铁道科学研究院铁道建筑研究所 | A kind of intelligent tunnel lining trolley |
| CN108104843A (en) * | 2018-02-08 | 2018-06-01 | 中铁五局集团有限公司 | Tunnel is without empty lining trolley |
| CN108277908A (en) * | 2018-03-27 | 2018-07-13 | 刘允才 | Energy saving and environment friendly CL walling works construction method |
| CN209581570U (en) * | 2018-11-21 | 2019-11-05 | 广州智龄科技有限公司 | A kind of parallel pulley auxiliary device of portable type physical distribution |
| CN110281389A (en) * | 2019-07-26 | 2019-09-27 | 湖南高福星智能科技有限公司 | Construction concrete grouting device and its application method |
| CN110410106A (en) * | 2019-07-30 | 2019-11-05 | 中铁十二局集团有限公司 | Tunnel vault band film grouting construction method |
| CN111335922A (en) * | 2020-03-25 | 2020-06-26 | 陕西公路交通科技开发咨询公司 | Lining trolley and tunnel secondary lining construction method using lining trolley |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116494369A (en) * | 2023-04-23 | 2023-07-28 | 国网安徽省电力有限公司经济技术研究院 | A PEC component molding processing device |
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Application publication date: 20201204 |