CN213597529U - Rapid construction device for rubble masonry - Google Patents

Rapid construction device for rubble masonry Download PDF

Info

Publication number
CN213597529U
CN213597529U CN202021995403.1U CN202021995403U CN213597529U CN 213597529 U CN213597529 U CN 213597529U CN 202021995403 U CN202021995403 U CN 202021995403U CN 213597529 U CN213597529 U CN 213597529U
Authority
CN
China
Prior art keywords
mortar
pipe
pressure gas
communicated
movable base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202021995403.1U
Other languages
Chinese (zh)
Inventor
姜森严
姜国辉
王铁良
刘文合
李玉清
李雷
陈昕
孙士博
王聪
蒋春宇
贺诗涵
李健奇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenyang Wenlin Water And Soil Engineering Design Co ltd
Original Assignee
Shenyang Wenlin Water And Soil Engineering Design Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shenyang Wenlin Water And Soil Engineering Design Co ltd filed Critical Shenyang Wenlin Water And Soil Engineering Design Co ltd
Priority to CN202021995403.1U priority Critical patent/CN213597529U/en
Application granted granted Critical
Publication of CN213597529U publication Critical patent/CN213597529U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Retaining Walls (AREA)

Abstract

The utility model discloses a rapid construction device of a rubble masonry, which comprises a movable base and a fixed frame, the fixed frame is arranged on the movable base, a high-pressure gas injection structure is arranged in the fixed frame, one side of the fixing frame is provided with an automatic grouting structure, the utility model relates to the technical field of building construction equipment, the rapid construction device of the rubble masonry installs the air bag mould on the side wall of the rubble framework in the template, and the high-pressure gas injection structure is utilized to inflate the air bag die, and the pressure intensity of the inflated air bag die is detected, and the mortar grouting work is carried out on the rockfill skeleton after the air bag mould is installed through the automatic grouting structure, the three-dimensional landscape block is used for accelerating the construction speed, improving the strength of a masonry body, increasing the self anti-seepage performance, achieving the visual effect of a three-dimensional landscape, simultaneously meeting the requirement of an irregular grid on stone and effectively utilizing natural stone.

Description

Rapid construction device for rubble masonry
Technical Field
The utility model relates to a building construction equipment technical field specifically is a quick construction equipment of rubble brickwork.
Background
The rubble masonry body is suitable for split-skin lying masonry, and the natural shape of the rubble is utilized among all the rubble blocks to be knocked, trimmed and enabled to be basically consistent with the rubble which is built in advance and to be tightly lapped and built; the rubble should be staggered up and down, built inside and outside, must not adopt outside to set up the building method of the middle core filling of rubble on the side; the middle of the brick body is not provided with shovel edge stones (stones with outward inclined sharp stones), axe knife stones (stones with downward sharp stones) and bridge stones (stones which are only built at two ends), the mortar joint thickness of the rubble masonry body is preferably 20-30 mm, and the stones are not in contact with each other. The larger gaps among the stones are filled with mortar and then embedded with broken stones, and a method of firstly putting broken stones and then filling the mortar or dry filling the broken stones is not adopted.
At present, the rubble masonry structure in the building field of China needs to meet the visual landscape requirement of the exposed surface of an external road in many application fields besides the requirement of the strength and the stability of the masonry structure, the masonry mode of the rubble masonry structure in the building field of China mostly adopts an artificial masonry mode, the artificial masonry of the rubble requires that the grain diameter of stones is generally not less than 20cm, and has the defects of low speed, insufficient mortar plumpness, low strength, low self-seepage-proofing performance and the like, in particular to grouted stones with convex-concave three-dimensional landscape surfaces, which are usually constructed in the form of manual setting and grouting or stone bonding by extruding on the surface of thick mortar, the construction mode has strict requirements on the shape and the size of the stone, the construction speed is slower, after weathering for several years, in view of the fact that part of stones gradually fall off from the surface of the masonry to influence the strength and the attractive effect of the masonry, the tunneling scheme is generated by intensive research aiming at the problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a not enough to prior art, the utility model provides a rubble brickwork's quick construction equipment has solved prior art, artifical rubble of building by laying bricks or stones requires the building stones particle diameter generally not to be less than 20cm, it is slow to have speed, the mortar plumpness is not enough, low strength, self anti-seepage performance shortcoming such as low, especially have the stone of building by mortar on convex-concave three-dimensional view surface, adopt artifical sitting to starch the pendulum building or at the form construction that thick layer mortar surface extrusion building stones bonded usually, this kind of construction mode has stricter requirement to building stones shape and size, the slow problem of construction speed.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a rapid construction device for a rubble masonry comprises a movable base and a fixing frame, wherein the fixing frame is arranged on the movable base, a high-pressure gas injection structure is arranged in the fixing frame, and an automatic grouting structure is arranged on one side of the fixing frame;
the high-pressure gas injection structure includes: the rotary frame, the high-pressure air supply part and the auxiliary pressure measuring part;
the rotating frame is arranged on the fixing frame, one end of the rotating frame is rotatably connected with the upper end face of the side wall of the fixing frame, the high-pressure air supply part is arranged in the fixing frame, the exhaust end is arranged at one end of the rotating frame, and the auxiliary pressure measuring part is arranged at the exhaust end of the high-pressure air supply part and is communicated with the high-pressure air supply part;
the automatic grouting structure includes: the device comprises a lifting adjusting part, a mortar preparing part, a grouting filling part and a cleaning and flushing part;
the mortar preparation part is arranged on the movable base and located on one side of the fixing frame, the grouting filling part is arranged on the fixing frame, the feeding end is communicated with the mortar preparation part, the discharging end is arranged at one end of the rotating frame, and the lifting adjusting part is arranged on the movable base and connected with the mortar preparation part.
Preferably, the high pressure gas supply part includes: the high-pressure gas cylinder, the telescopic gas guide pipe and the inflation head;
the high-pressure gas cylinder is arranged in the fixed frame, the telescopic air guide pipe is arranged in the rotating frame, one end of the telescopic air guide pipe is communicated with a gas supply control switch of the high-pressure gas cylinder, and the inflating head is fixedly embedded at the other end of the telescopic air guide pipe.
Preferably, the auxiliary pressure measuring part includes: the device comprises a connecting pipe, a control valve and a pressure gauge;
the connecting pipe is fixedly sleeved between the telescopic air duct and the inflation head, the control valve is arranged on the connecting pipe, and the pressure gauge is arranged on the connecting pipe, communicated with the connecting pipe and close to one side of the inflation head.
Preferably, the mortar preparation part includes: a mortar machine and a temporary storage bin;
the mortar machine is arranged on the movable base, and the temporary storage bin is arranged below the movable base and communicated with the discharge end of the mortar machine.
Preferably, the grout filling part includes: the mortar pump, the mortar conveying pipe and the grouting pipe;
the mortar pump is arranged on the movable base, the feeding end of the mortar pump is communicated with the temporary storage bin, the mortar conveying pipe is arranged in the rotating frame, one end of the mortar pump is communicated with the discharging end of the mortar pump, and the grouting pipe is arranged on the rotating frame, and the feeding end of the mortar pump is communicated with the other end of the mortar conveying pipe.
Preferably, the washing flush section includes: a clean water tank, a water pump and a water injection pipe;
the cleaning water tank is arranged on the movable base, the water pump is arranged on the cleaning water tank, the water inlet end of the water pump is communicated with the cleaning water tank, the water injection pipe is arranged on the side wall of the mortar machine, one end of the water injection pipe is communicated with the water outlet end of the water pump, and the other end of the water injection pipe is communicated with the upper portion of the mortar machine.
Advantageous effects
The utility model provides a rubble brickwork's quick construction equipment. The method has the following beneficial effects: the rapid construction device for rubble masonry installs an air bag mold on the side wall of a rockfill skeleton in a template, inflates the air bag mold by using a high-pressure gas injection structure, detects the pressure after inflating the air bag mold, and performs mortar grouting work on the rockfill skeleton after installing the air bag mold through an automatic grouting structure to accelerate the construction speed, improve the strength of the masonry, increase the self-seepage-proofing performance and achieve the visual effect of three-dimensional landscape, and simultaneously has the advantages of irregular requirement on stone and effective utilization of natural stone, thereby solving the problems that in the prior art, the particle size of the stone is generally not less than 20cm, the speed is slow, the mortar fullness is insufficient, the strength is low, the self-seepage-proofing performance is low and the like in manual masonry of rubble masonry, particularly, the grout masonry with a convex-concave three-dimensional landscape surface is usually constructed by adopting a manual mortar pendulum or the form of extruding and bonding the stone on the surface of thick-, the construction mode has strict requirements on the shape and the size of stone materials and has the problem of low construction speed.
Drawings
Fig. 1 is the utility model discloses a rubble brickwork's quick construction equipment's main structure schematic diagram of looking.
Fig. 2 is the utility model discloses a rubble brickwork's quick construction equipment's overlook the schematic structure.
Fig. 3 is the utility model discloses a rubble brickwork's quick construction equipment's a position local enlarged structure schematic diagram.
In the figure: 1-a mobile base; 2-a fixing frame; 3-a rotating frame; 4-a high-pressure gas cylinder; 5-a telescopic airway tube; 6-inflating head; 7-connecting pipe; 8-a control valve; 9-a manometer; 10-a mortar machine; 11-temporary storage; 12-a mortar pump; 13-a pulp conveying pipe; 14-grouting pipes; 15-cleaning the water tank; 16-a water pump; 17-water injection pipe.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
All the electrical components in the present application are connected with the power supply adapted to the electrical components through the wires, and an appropriate controller should be selected according to actual conditions to meet the control requirements, and specific connection and control sequences should be obtained.
Referring to fig. 1-3, the present invention provides a rapid construction device for rubble masonry:
example (b): as can be seen from the attached figures 1-3 of the specification, the scheme comprises a movable base 1 and a fixed frame 2, wherein the fixed frame 2 is arranged on the movable base 1, a high-pressure gas injection structure is arranged in the fixed frame 2, and an automatic grouting structure is arranged on one side of the fixed frame 2; the above-mentioned high-pressure gas injection structure includes: the rotary frame 3 is arranged on the fixed frame 2, one end of the rotary frame is rotatably connected with the upper end surface of the side wall of the fixed frame 2, the high-pressure gas supply part is arranged in the fixed frame 2, the exhaust end of the high-pressure gas supply part is arranged at one end of the rotary frame 3, and the auxiliary pressure measuring part is arranged on the exhaust end of the high-pressure gas supply part and is communicated with the high-pressure gas supply part; above-mentioned automatic grout structure includes: the device comprises a lifting adjusting part, a mortar preparing part, a grouting filling part and a cleaning flushing part, wherein the lifting adjusting part, the mortar preparing part, the grouting filling part and the cleaning flushing part are arranged on a movable base 1 and positioned on one side of a fixed frame 2, the grouting filling part is arranged on the fixed frame 2, a feeding end is communicated with the mortar preparing part, a discharging end is arranged on one end of a rotating frame 3, the lifting adjusting part is arranged on the movable base 1 and connected with the mortar preparing part, and when the device is used, a template with certain rigidity and strength is erected according to the contour line of a masonry structure to be built; placing an air bag mould on the inner side surface of the close-fitting template, wherein the air bag mould is not inflated at the moment, the air bag mould is flat, the rigidity and the strength are enough to support natural stone materials, and the natural stone materials are not deformed after the self-compacting mortar is filled subsequently, stacking the natural stone materials in the erected masonry template, then inflating the air bag mould by using a high-pressure gas injection structure, stopping gas injection when the pressure reaches a set value, and filling the self-compacting mortar which is mixed in advance into gaps of the natural stone materials in the template through an automatic grouting structure; self-compaction mortar can fill up the design by self-compaction along with the time lapse, after the brickwork reaches certain intensity design, demolish the template, obtain the inseparable brickwork of self-compaction mortar parcel rubble for construction speed, improvement brickwork intensity, increase self anti-seepage performance reach three-dimensional view visual effect, the while is to the irregular check requirement of building stones, can effectively utilize natural building stones.
As can be seen from fig. 1 to 3 of the specification, in the implementation process, the high-pressure gas supply part comprises: high-pressure gas cylinder 4, telescopic air duct 5 and inflation head 6, its position relation and relation of connection are as follows, and high-pressure gas cylinder 4 installs in mount 2, and telescopic air duct 5 installs in rotating turret 3 and one end is linked together with high-pressure gas cylinder 4's air feed control switch, and inflation head 6 is fixed to be inlayed and is installed on the other end of telescopic air duct 5, and above-mentioned supplementary pressure measurement portion includes: the connecting pipe 7, the control valve 8 and the pressure gauge 9 are fixedly sleeved between the telescopic air duct 5 and the inflation head 6, the control valve 8 is arranged on the connecting pipe 7, the pressure gauge 9 is arranged on the connecting pipe 7, communicated with the connecting pipe 7 and close to one side of the inflation head 6, when the air bag inflation device is used, after the rotating frame 3 is subjected to position adjustment, the inflation head 6 is inserted into an inflation opening of an air bag mold, the switch of the high-pressure air bottle 4 is opened, the air inlet speed is controlled by the control valve 8 on the connecting pipe 7, the air pressure in the air bag mold is controlled by the pressure gauge 9, when the pressure reaches a set value, the control valve 8 and the high-pressure air bottle 4 are closed, and the inflation work is finished.
As can be seen from the attached figures 1-3 of the specification, in the concrete implementation process, the mortar preparation part comprises: mortar machine 10 and interim storage compartment 11, its positional relationship and relation of connection are as follows, and mortar machine 10 installs on portable base 1, and interim storage compartment 11 installs in portable base 1 below, and is linked together with mortar machine 10's discharge end, and above-mentioned grout filling portion includes: a mortar pump 12, a slurry conveying pipe 13 and a grouting pipe 14, wherein the mortar pump 12 is arranged on the movable base 1, the feeding end of the mortar pump is communicated with the temporary storage bin 11, the slurry conveying pipe 13 is arranged in the rotary frame 3, one end of the mortar conveying pipe is communicated with the discharging end of the mortar pump 12, the grouting pipe 14 is arranged on the rotary frame 3, the feeding end of the grouting pipe is communicated with the other end of the slurry conveying pipe 13, when the air bag mold is used, the mortar pump 10 is started to prepare mortar during air injection of the air bag mold, the prepared mortar is discharged into the temporary storage bin 11, after the air injection is finished, the outlet end of the grouting pipe 14 is opposite to the masonry structure, the mortar pump 12 is started, the mortar in the temporary storage bin 11 is extracted and further injected into the temporary storage bin through the slurry conveying pipe 13 and the grouting pipe 14, and whether the mortar machine 10 continues to prepare the mortar is controlled according to the size of the engineering quantity, so as to ensure the continuous continuity of grouting work.
As can be seen from fig. 1 to 3 of the specification, in the implementation process, as a preferred arrangement, the cleaning and flushing part includes: the mortar cleaning system comprises a cleaning water tank 15, a water pump 16 and a water injection pipe 17, wherein the cleaning water tank 15 is arranged on the movable base 1, the water pump 16 is arranged on the cleaning water tank 15, the water inlet end of the water pump is communicated with the cleaning water tank 15, the water injection pipe 17 is arranged on the side wall of the mortar machine 10, one end of the water injection pipe is communicated with the water outlet end of the water pump 16, the other end of the water injection pipe is communicated with the upper part of the mortar machine 10, after the mortar is used, the grouting pipe 14 is moved to other positions, the water pump 16 on the cleaning water tank 15 is started, water in the cleaning water tank 15 is pumped out and injected into the mortar machine 10 through the water injection pipe 17, and the whole mortar system.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element. Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. A rapid construction device for a rubble masonry comprises a movable base (1) and a fixing frame (2), and is characterized in that the fixing frame (2) is arranged on the movable base (1), a high-pressure gas injection structure is arranged in the fixing frame (2), and an automatic grouting structure is arranged on one side of the fixing frame (2);
the high-pressure gas injection structure includes: the rotary frame (3), the high-pressure air supply part and the auxiliary pressure measuring part;
the rotating frame (3) is arranged on the fixing frame (2), one end of the rotating frame is rotatably connected with the upper end face of the side wall of the fixing frame (2), the high-pressure gas supply part is arranged in the fixing frame (2), the exhaust end of the high-pressure gas supply part is arranged at one end of the rotating frame (3), and the auxiliary pressure measuring part is arranged on the exhaust end of the high-pressure gas supply part and is communicated with the high-pressure gas supply part;
the automatic grouting structure includes: the device comprises a lifting adjusting part, a mortar preparing part, a grouting filling part and a cleaning and flushing part;
the mortar preparation part is arranged on the movable base (1) and located on one side of the fixed frame (2), the grouting filling part is arranged on the fixed frame (2), the feeding end is communicated with the mortar preparation part, the discharging end is arranged at one end of the rotating frame (3), and the lifting adjusting part is arranged on the movable base (1) and connected with the mortar preparation part.
2. The rapid construction apparatus of rubble masonry according to claim 1, wherein the high pressure gas supply portion comprises: a high-pressure gas cylinder (4), a telescopic gas guide pipe (5) and an inflation head (6);
the high-pressure gas cylinder (4) is arranged in the fixed frame (2), the telescopic gas guide tube (5) is arranged in the rotating frame (3), one end of the telescopic gas guide tube is communicated with a gas supply control switch of the high-pressure gas cylinder (4), and the inflating head (6) is fixedly embedded on the other end of the telescopic gas guide tube (5).
3. The rapid construction apparatus of rubble masonry according to claim 2, wherein the auxiliary pressure measuring part comprises: a connecting pipe (7), a control valve (8) and a pressure gauge (9);
the connecting pipe (7) is fixedly sleeved between the telescopic air guide pipe (5) and the inflating head (6), the control valve (8) is arranged on the connecting pipe (7), and the pressure gauge (9) is arranged on the connecting pipe (7), communicated with the connecting pipe (7) and close to one side of the inflating head (6).
4. The rapid construction apparatus of rubble masonry according to claim 1, wherein the mortar preparation portion comprises: a mortar machine (10) and a temporary storage bin (11);
the mortar machine (10) is arranged on the movable base (1), and the temporary storage bin (11) is arranged below the movable base (1) and communicated with the discharge end of the mortar machine (10).
5. The rapid construction apparatus of rubble masonry according to claim 4, wherein the grout filling part comprises: a mortar pump (12), a slurry conveying pipe (13) and a grouting pipe (14);
mortar pump (12) install on portable base (1), and the feed end with temporary storage bin (11) are linked together, defeated thick liquid pipe (13) install in rotating turret (3), and one end with the discharge end of mortar pump (12) is linked together, slip casting pipe (14) install on rotating turret (3), and the feed end with the other end of defeated thick liquid pipe (13) is linked together.
6. The rapid construction device of rubble masonry according to claim 4, characterized in that, wash away the portion and include: a clean water tank (15), a water pump (16) and a water injection pipe (17);
the cleaning water tank (15) is arranged on the movable base (1), the water pump (16) is arranged on the cleaning water tank (15), the water inlet end of the water pump is communicated with the cleaning water tank (15), the water injection pipe (17) is arranged on the side wall of the mortar machine (10), one end of the water injection pipe is communicated with the water outlet end of the water pump (16), and the other end of the water injection pipe is communicated with the upper part of the mortar machine (10).
CN202021995403.1U 2020-09-14 2020-09-14 Rapid construction device for rubble masonry Active CN213597529U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021995403.1U CN213597529U (en) 2020-09-14 2020-09-14 Rapid construction device for rubble masonry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021995403.1U CN213597529U (en) 2020-09-14 2020-09-14 Rapid construction device for rubble masonry

Publications (1)

Publication Number Publication Date
CN213597529U true CN213597529U (en) 2021-07-02

Family

ID=76586989

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021995403.1U Active CN213597529U (en) 2020-09-14 2020-09-14 Rapid construction device for rubble masonry

Country Status (1)

Country Link
CN (1) CN213597529U (en)

Similar Documents

Publication Publication Date Title
CN204221936U (en) Toilet seat automatic grouting machine
CN213226736U (en) Bridge construction detects sample making devices with concrete
CN110792200A (en) Masonry construction method without post-picking and pipe wrapping structure thereof
CN107178077B (en) karst area karst cave overburden grouting reinforcement structure and design method thereof
CN213597529U (en) Rapid construction device for rubble masonry
CN114876515A (en) Two lining platform trucks in tunnel are pour fast
CN110499743A (en) A kind of overlay film cemented gravel dam and its method of construction
CN104499491B (en) Draining is compound from boring tire string data suspension roof support structure and construction method
CN107142902B (en) High head and large flow tunneling boring damming method
CN112176954A (en) Construction method for newly excavated channel
CN211472615U (en) Foundation reinforcing device
CN106939700A (en) The vacuum aided sealing off and covering anchorage construction method of back-off anchor recess
CN206988689U (en) A kind of underground piping partial collapse restoring means
CN111395269B (en) Concrete construction method capable of eliminating air bubbles at bottom of spherical key groove of arch dam transverse joint
CN110904995B (en) Rapid construction method of rubble masonry
CN209941603U (en) Indoor simulation site sand hydraulic reclamation building device
CN205955216U (en) Special hydraulic pressure slip casting machine of earthen archaeological site protection anchor
CN207535053U (en) A kind of building and ornament materials cement tile mold feeding device
CN213539095U (en) Immersed tube tunnel slip casting analogue test platform
CN205712996U (en) A kind of cement mortar injection apparatus for building
CN112176953A (en) Construction method for newly-built channel
CN110565710A (en) foundation ring loosening and reinforcing treatment scheme
CN217949109U (en) Plugging device for dewatering well
CN216194640U (en) High-pressure injection device for reinforcing cement mortar foundation
CN216341151U (en) Grouting equipment for repairing wall leakage

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant