CN114856130B - One-time construction method for cement mortar cake sticking and rib punching - Google Patents
One-time construction method for cement mortar cake sticking and rib punching Download PDFInfo
- Publication number
- CN114856130B CN114856130B CN202210452728.2A CN202210452728A CN114856130B CN 114856130 B CN114856130 B CN 114856130B CN 202210452728 A CN202210452728 A CN 202210452728A CN 114856130 B CN114856130 B CN 114856130B
- Authority
- CN
- China
- Prior art keywords
- mortar
- vertical rod
- plastering
- rod
- sticking
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/02—Implements for finishing work on buildings for applying plasticised masses to surfaces, e.g. plastering walls
- E04F21/06—Implements for applying plaster, insulating material, or the like
- E04F21/08—Mechanical implements
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/10—Plumb lines
- G01C15/105—Optical plumbing
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a one-time construction method for cement mortar cake sticking and bar punching, which comprises the steps of actually sleeving a square on site, erecting laser levels on two sides of a wall surface, and enabling plumb lines to coincide with square lines of the ground; setting up a disposable punching device to enable a datum line of the disposable punching device to coincide with a laser line, and uniformly and fully plastering 20mm wide cement mortar strips on a wall surface through the disposable punching device; the bar punching device comprises an axially telescopic vertical rod for determining a datum line and a plastering device which is arranged on the vertical rod and can axially slide along the vertical rod, the vertical rod is fixed between an upper structural surface and a lower structural surface by adjusting the vertical rod to stretch and retract, and a supporting fixing frame capable of adjusting a vertical angle is arranged at the lower end of the vertical rod; the cake-sticking and rib-punching device can be completed at one time only by fixing the rib-punching device in place according to the laser level, the requirements on the technical level of operators are low, the influence of human factors is small, the quality of the cake-sticking and rib-punching device is controllable, and a precise reference surface is provided for later large-surface plastering so as to improve the overall impression quality of the whole plastering construction.
Description
Technical Field
The invention relates to the field of building construction, in particular to a one-time construction method for cement mortar cake-sticking and rib punching.
Background
In the plastering engineering process of the inner wall and the outer wall of the building, in order to control the surface flatness and the verticality, cake punching ribs are pasted on the pre-constructed wall surface in advance so as to control the construction quality of the pre-constructed wall surface. In the prior plastering technology, before plastering, a plaster cake is required to be pasted on a wall surface, the plaster cake is pasted, then the adjacent plaster cakes are connected with cement mortar, the operation is more complicated, the procedures are more, the process is complicated, the workload is large, the technical requirements on operators are higher, and the influence of human factors on the construction quality is also larger.
Therefore, a one-time construction method for sticking cake and punching the ribs by using cement mortar is needed, the cake and punching process can be completed once, the construction forming quality and the construction efficiency are improved, the influence of human factors is avoided, the labor cost is reduced, and a precise datum plane is provided for later large-surface plastering.
Disclosure of Invention
Therefore, the invention aims to overcome the defects in the prior art, and provides a one-time construction method for the cement mortar cake-sticking and bar-punching, which can realize one-time completion of the cake-sticking and bar-punching only by fixing a bar-punching device in place according to a laser level, has lower requirements on the technical level of operators, has less influence on human factors, has controllable quality of the cake-sticking and bar-punching, and provides a more accurate reference surface for later large-surface plastering so as to improve the overall impression quality of the whole plastering construction.
The invention discloses a one-time construction method for cement mortar cake sticking and bar punching, which comprises the following steps:
a. in-situ practical square sleeving and erecting laser leveling instruments on two sides of the wall surface to ensure that plumb lines are overlapped with ground square sleeving lines;
b. setting up a disposable punching device to enable a datum line of the disposable punching device to coincide with a laser line, and uniformly and fully plastering 20mm wide cement mortar strips on a wall surface through the disposable punching device;
the device comprises an axially telescopic vertical rod used for determining a datum line and a plastering device which is arranged on the vertical rod and can axially slide along the vertical rod, wherein the vertical rod is fixed between an upper structural surface and a lower structural surface by adjusting the vertical rod to stretch and retract, a support fixing frame capable of adjusting a vertical angle is arranged at the lower end of the vertical rod, the datum line of the device coincides with a laser line of a laser level, the plastering device comprises a mortar storage cylinder with a discharge hole, and a mortar hopper which is obliquely arranged below the discharge hole of the mortar storage cylinder to form a mortar flowing channel, the mortar hopper is communicated with a guide plate, a plastering roller is arranged below the guide plate, mortar flows into the mortar hopper from the mortar storage cylinder and flows to the plastering roller through the guide plate;
further, the mortar hopper consists of a transparent side plate, a bottom plate and a top plate, wherein the inclined bottom end of the mortar hopper is provided with an opening seam for flowing mortar, and the bottom plate is obliquely arranged along the discharge hole of the mortar storage cylinder, and the inclination angle is 45 degrees;
further, a material cylinder baffle capable of opening and closing the material outlet is arranged on the material outlet of the mortar storage material cylinder, and the material cylinder baffle is arranged on the material outlet in a sliding manner; a hopper baffle capable of opening or closing the opening is arranged on the opening seam of the mortar hopper, and the hopper baffle is arranged on the opening seam of the mortar hopper in a sliding manner;
further, the guide plate is an arc plate arranged along an opening seam of the mortar hopper, and the plastering roller is axially arranged perpendicular to the end of the arc plate;
further, a connecting bracket for plastering in up-down sliding fit with the vertical rod is arranged on the plastering device, and the connecting bracket is detachably and fixedly connected with the mortar storage cylinder; the connecting bracket comprises a cross rod fixedly connected with the mortar storage cylinder, the cross rod is provided with a roller wheel which is horizontally connected with the positioning rod and can axially slide along the positioning rod, and the roller wheels are respectively arranged at two opposite sides of the vertical rod;
further, the connecting shaft of the roller is fixed on the cross rod in a manner of sliding adjustment along the cross rod; the cross bar is provided with a handle; the upright rod is of a rectangular structure;
further, the support fixing frame comprises a horizontal slide bar and a slide bar fixing support leg, the horizontal slide bar penetrates through the vertical rod to enable the vertical rod to horizontally slide along the horizontal slide bar, and a fixing screw capable of limiting the vertical rod to slide is arranged on the vertical rod;
further, the sliding rod fixing support leg is composed of a cross rod fixedly connected with a horizontal sliding rod, two vertical rods respectively arranged at two ends of the cross rod and a vertical rod connecting plate used for being tightly attached to a structural surface, and a rubber anti-skid pad is arranged on the vertical rod connecting plate;
further, the axial up end of pole setting is provided with universal ball and rubber slipmat, rubber slipmat is fixed in on the universal ball through the connecting rod, the connecting rod is along 3 of sphere equidistant distribution.
The invention has the beneficial effects that: according to the one-time construction method for the cement mortar cake-sticking and rib-punching device, the cake-sticking and rib-punching device is fixed in place only according to the laser level, so that the cake-sticking and rib-punching can be completed once, the technical level requirements on operators are low, the influence of human factors is small, the quality of the cake-sticking and rib-punching is controllable, and a precise reference surface is provided for later large-surface plastering, so that the overall impression quality of the whole plastering construction is improved.
Drawings
The invention is further described below with reference to the drawings and examples:
FIG. 1 is a simplified schematic illustration of the structure of the invention;
FIG. 2 is a schematic elevational view of the invention;
fig. 3 is a schematic structural view of the plastering device of the invention;
fig. 4 is an enlarged view of a part of the plastering device according to the invention.
Detailed Description
2. FIG. 1 is a simplified schematic illustration of the structure of the invention; FIG. 2 is a schematic elevational view of the invention; fig. 3 is a schematic structural view of the plastering device of the invention; fig. 4 is an enlarged view of a part of the plastering device according to the invention. As shown in the figure: the one-time construction method for the cement mortar cake sticking and rib punching comprises the following steps:
a. in-situ actual square sleeving and erecting laser leveling instruments on two sides of the wall surface, so that plumb lines are overlapped with ground square sleeving lines (150 mm from a plastering finish surface);
b. setting up a disposable punching device to enable a datum line of the disposable punching device to coincide with a laser line, and uniformly and fully plastering 20mm wide cement mortar strips on a wall surface through the disposable punching device; smearing a part 100mm away from the wall edge, and then smearing a part every 2m, thus completing the construction task of the datum plane before plastering the whole wall surface;
the punching device comprises an axially telescopic vertical rod 1 for determining a datum line and a plastering device 4 which is arranged on the vertical rod 1 and can axially slide along the vertical rod 1, the vertical rod 1 is fixed between an upper structural surface and a lower structural surface by adjusting the telescopic vertical rod 1, and the lower end of the vertical rod 1 is provided with a supporting fixing frame 2 capable of adjusting a vertical angle; the length of the vertical rod 1 can be axially adjusted, and the length of the vertical rod 1 can be fixed through the pin after the length of the vertical rod 1 is adjusted. The telescopic structure of the upright 1 adopts a conventional structure in the prior art, and is not described in detail here. The two ends of the vertical rod 1 are positioned on the upper and lower structural surfaces of the wall surface, and the upper end and the lower end of the vertical rod are in close contact with the structural surfaces through adjusting the telescopic rod so as to fix the vertical rod 1 between the upper and lower structural surfaces of the wall surface. When the device is used, the datum line of the bar punching device coincides with the laser line of the laser level, the vertical rod 1 can be fixed in place only by the laser level, the plastering device 4 can be installed on the vertical rod 1 after the vertical rod 1 is positioned, the plastering device 4 can be moved up and down along the vertical rod 1 to realize one-time completion of the cake-pasting bar punching process, the operation steps are simplified, the construction forming quality and the construction efficiency are improved, the influence of human factors is avoided, the labor cost is reduced, and a precise datum plane is provided for later large-surface plastering.
In this embodiment, the plastering device 4 includes a mortar storage cylinder 401 with a discharge hole, and a mortar hopper 403 obliquely disposed below the discharge hole 402 of the mortar storage cylinder 401 to form a flow path, the mortar hopper 403 is provided with a guide plate 404 in communication, a plastering roller 405 is disposed below the guide plate 404, and mortar flows from the mortar storage cylinder 401 into the mortar hopper 403 and then flows to the plastering roller 405 through the guide plate 404; the mortar storage cylinder 4011 is used for storing a certain amount of cement mortar, the discharge port 4022 of the mortar storage cylinder 401 is positioned at the lower end of the mortar storage cylinder 401, and since the mortar hopper 403 is obliquely arranged along the discharge port 402, cement mortar with certain fluidity can flow into the mortar hopper 403 from the discharge port 402 of the mortar storage cylinder 401, and the cement mortar flows to the guide plate 404 along an oblique flow path under the action of gravity, and flows into the plastering roller 405 positioned below the guide plate 404 through the guide plate 404. When in use, the plastering device 404 is pushed, and plastering construction can be performed on the wall surface by using the plastering roller 405.
In this embodiment, the mortar hopper 403 is composed of transparent side plates, a bottom plate 407 and a top plate, and the inclined bottom end of the mortar hopper 403 has an opening slit 406 for flowing mortar; the bottom plate 407 is obliquely arranged along the discharge hole 402 of the mortar storage cylinder 401, and the inclination angle is 45 degrees; the mortar hopper 403 is made of a transparent material for easy observation. Cement mortar flows through the inclined bottom plate 407 into the open slot 406 at the end of the bottom plate 407.
In this embodiment, a discharge port 402 of the mortar storage cylinder 401 is provided with a cylinder shutter 408 capable of opening and closing the discharge port 402, and the cylinder shutter 408 is slidably disposed on the discharge port 402; the opening slit 406 of the mortar hopper 403 is provided with a hopper shutter 409 capable of opening and closing the opening slit, and the hopper shutter 409 is slidably provided on the opening slit 406 of the mortar hopper 403. The discharge port 402 of the mortar storage cylinder 401 is closed, then the mortar storage cylinder 401 is charged, and then the cylinder shutter 408 located on the discharge port 402 and the slit shutter 409 of the mortar hopper 403 are opened. The baffle arrangement on the discharge port 402 and the open slot 406 are of conventional construction in the art. For example, a guide slot may be provided for sliding movement of the baffle, and the baffle may slide in the guide slot and, when slid into place, be secured by a peg or other limit mount. The size of the opening slit 406 of the mortar hopper 403 can be controlled by the opening and closing size of the opening slit shield 409, thereby controlling the plastering amount of the plastering roller 405.
The guide plate 404 is an arc plate arranged along an opening seam 406 of the mortar hopper 403, and the plastering roller 405 is axially arranged perpendicular to the end of the arc plate; due to the arc-shaped structure of the guide plate 404, the upper end of the arc-shaped plate is positioned at the opening seam 406 of the mortar hopper 403, the lower end of the arc-shaped plate is positioned above the plastering roller 405, the plastering roller 405 is parallel to the end of the arc-shaped plate, cement mortar flows to the plastering roller 405 along the guide plate 404, and plastering operation is performed by rolling the plastering roller 405. The plastering operation can be performed by directly pushing the mortar storage cylinder 401 or by providing a handle on the mortar storage cylinder 401 and pushing the mortar storage cylinder 401 by the handle to roll the plastering roller 405.
In this embodiment, the plastering device 4 is provided with a connection bracket for plastering in a vertically sliding fit with the upright 1, and the connection bracket is detachably and fixedly connected with the mortar storage cylinder 401; the plastering device 4 slides up and down along the positioning rod 10 to improve construction efficiency and construction accuracy, and specifically comprises a connecting bracket for plastering with the positioning rod 4010 in a vertically sliding fit manner, and the connecting bracket is fixedly connected with the mortar storage cylinder 401 in a detachable manner.
In this embodiment, the connection bracket includes a cross bar 4011 fixedly connected to the mortar storage cylinder 401, the cross bar 4011 is provided with rollers 4012 horizontally connected to the vertical rod 1 and capable of sliding along the vertical rod 1, the rollers 4012 are separately arranged on two opposite sides of the vertical rod 1, and a connection shaft of the rollers 4012 is fixed to the cross bar 4011 in a manner capable of sliding along the cross bar 4011; the two cross bars 4011 are arranged, one end of each cross bar 4011 is fixedly connected with two opposite sides of the mortar storage cylinder 401, the other end of each cross bar is connected with the wheel shaft of the roller 4012, and the wheel shaft of the roller 4012 can axially slide and be fixed along the cross bars 4011. The number of rollers 4012 is two, the rollers 4012 are arranged close to two opposite sides of the vertical rod 1, and can be pushed to rotate and axially slide along the vertical rod under the action of external force. The rollers 4012 are attached to the side wall of the vertical rod 1 by adjusting the distance between the two rollers 4012 arranged side by side, and can slide up and down along the vertical rod 1 under the action of thrust.
In this embodiment, the upright 1 has a rectangular structure; the running of the roller 4012 is facilitated.
In this embodiment, the cross bar 4011 is provided with a handle, and the handle slides the device up and down along the upright 1 to perform plastering operation. The connecting rod which is vertically and horizontally overlapped with the cross rod 4011 can be arranged on the mortar storage cylinder 401, so that the mortar storage cylinder 401 and the cross rod 4011 are in detachable connection, and the installation and the detachment are convenient. When the cement mortar in the mortar storage cylinder 401 is used up, the mortar storage cylinder 401 can be directly taken down for feeding.
In this embodiment, the support fixing frame 2 includes a horizontal sliding rod 201 and a sliding rod fixing leg, the horizontal sliding rod 201 penetrates through the vertical rod 1 to enable the vertical rod 1 to slide horizontally along the horizontal sliding rod 201, and a fixing screw capable of limiting the vertical rod 1 to slide is arranged on the vertical rod 1; the horizontal slide bar 201 is arranged to penetrate through the lower end of the upright 1, so that the lower end of the upright 1 can slide back and forth to enable the datum line to coincide with the laser line. The slide bar fixing support leg consists of a cross bar 202 fixedly connected with a horizontal slide bar 201, two vertical bars 203 respectively arranged at two ends of the cross bar 202, and a vertical bar connecting plate 204 used for being tightly attached to a structural surface, wherein a rubber anti-skid pad is arranged on the vertical bar connecting plate 204; a stable support structure can be formed.
In this embodiment, a universal ball 301 and a rubber anti-slip pad 303 are disposed on the axial upper end surface of the upright 1, the rubber anti-slip pad 303 is fixed on the universal ball 301 by a connecting rod 302, and the number of the connecting rods 302 is 3 distributed along the spherical surface at equal intervals; the upper end of the vertical rod 1 can be tightly attached to an uneven structural surface through the arranged universal ball 301. The rubber anti-skid pad 303 is a rubber anti-skid pad 303 with certain thickness and hardness, and a stable stressed supporting relation is formed between the connecting rod 302 and the rubber anti-skid pad 303, so that the rubber anti-skid pad 303 is tightly attached to the structural surface.
The specific implementation mode is as follows: and combining a construction drawing and an on-site practical square, erecting a laser level on two sides, calling a plumb laser line to enable plumb lines of the laser level to coincide with a ground square line (150 mm away from a plastering completion surface), erecting the device, adjusting a telescopic rod to enable the top and the bottom of the telescopic rod to be in close contact with a structural surface, loosening a bottom fixing bolt, adjusting the position of the vertical rod on a sliding rod back and forth to enable a datum line of the vertical rod to coincide with the laser line, screwing a fixing screw to enable the vertical rod to be fixed, filling cement mortar into a plastering device, dragging a hopper up and down for many times, and enabling the telescopic rod to uniformly and fully smear cement mortar strips with the width of 20mm on a wall surface. And (3) plastering a part 100mm away from the wall edge, and then plastering a part every 2m, thereby completing the construction task of the reference surface before plastering the whole wall surface.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the invention and not for limiting the same, and although the invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the invention, which is intended to be covered by the scope of the claims of the invention.
Claims (6)
1. A one-time construction method for cement mortar cake sticking and rib punching is characterized by comprising the following steps: the method comprises the following steps:
a. in-situ practical square sleeving and erecting laser leveling instruments on two sides of the wall surface to ensure that plumb lines are overlapped with ground square sleeving lines;
b. setting up a disposable punching device to enable a datum line of the disposable punching device to coincide with a laser line, and uniformly and fully plastering 20mm wide cement mortar strips on a wall surface through the disposable punching device;
the disposable rib punching device comprises an axially telescopic vertical rod used for determining a datum line and a plastering device which is arranged on the vertical rod and can axially slide along the vertical rod, the vertical rod is telescopic through adjustment, the vertical rod is parallel to the wall surface and is fixed between the upper structural surface and the lower structural surface, a support fixing frame with an adjustable vertical angle is arranged at the lower end of the vertical rod, the datum line of the rib punching device coincides with a laser line of the laser level, the plastering device comprises a mortar storage cylinder with a discharge hole, and a mortar hopper which is obliquely arranged below the discharge hole of the mortar storage cylinder to form a mortar flowing channel, the mortar hopper is communicated with a guide plate, a plastering roller is arranged below the guide plate, mortar flows into the mortar hopper from the mortar storage cylinder and flows into the plastering roller through the guide plate; the support fixing frame comprises a horizontal slide bar and a slide bar fixing support leg, the horizontal slide bar penetrates through the vertical bar to enable the vertical bar to horizontally slide along the horizontal slide bar, and a fixing screw capable of limiting the vertical bar to slide is arranged on the vertical bar;
the sliding rod fixing support leg consists of a cross rod fixedly connected with a horizontal sliding rod, two vertical rods respectively arranged at two ends of the cross rod and a vertical rod connecting plate used for being tightly attached to a structural surface, and a rubber anti-skid pad is arranged on the vertical rod connecting plate;
the utility model discloses a pole setting, including pole setting, rubber slipmat, connecting rod, the pole setting axial up end is provided with universal ball and rubber slipmat, rubber slipmat is fixed in on the universal ball through the connecting rod, the connecting rod is along 3 equidistant distribution of sphere.
2. The one-time construction method of the cement mortar cake-sticking and rib punching of claim 1, which is characterized by comprising the following steps: the mortar hopper comprises transparent curb plate and bottom plate and roof, the slope bottom of mortar hopper has the open slot that is used for the thick liquid, the bottom plate sets up along the discharge gate slope of mortar storage feed cylinder, and inclination is 45.
3. The one-time construction method of the cement mortar cake-sticking and rib punching according to claim 2, which is characterized in that: a material cylinder baffle capable of opening and closing the material outlet is arranged on the material outlet of the mortar storage material cylinder, and the material cylinder baffle is arranged on the material outlet in a sliding manner; the opening seam of the mortar hopper is provided with a hopper baffle capable of opening or closing the opening seam, and the hopper baffle is slidably arranged on the opening seam of the mortar hopper.
4. The one-time construction method for the cement mortar cake-sticking and rib punching of claim 3, which is characterized by comprising the following steps of: the guide plate is an arc plate arranged along an opening seam of the mortar hopper, and the plastering roller is axially perpendicular to the end of the arc plate;
5. the one-time construction method of the cement mortar cake-sticking and rib punching of claim 4, which is characterized by comprising the following steps: the plastering device is provided with a connecting bracket for plastering in sliding fit with the vertical rod up and down, and the connecting bracket is fixedly connected with the mortar storage cylinder in a detachable manner; the connecting support comprises a cross rod fixedly connected with the mortar storage cylinder, the cross rod is provided with a roller which is horizontally connected with the positioning rod and can axially slide along the positioning rod, and the rollers are arranged on two opposite sides of the vertical rod in a separated mode.
6. The one-time construction method for the cement mortar cake-sticking and rib punching of claim 5, which is characterized by comprising the following steps: the connecting shaft of the roller is fixed on the cross rod in a manner of sliding adjustment along the cross rod; the cross bar is provided with a handle; the vertical rod is of a rectangular structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210452728.2A CN114856130B (en) | 2022-04-27 | 2022-04-27 | One-time construction method for cement mortar cake sticking and rib punching |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210452728.2A CN114856130B (en) | 2022-04-27 | 2022-04-27 | One-time construction method for cement mortar cake sticking and rib punching |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114856130A CN114856130A (en) | 2022-08-05 |
| CN114856130B true CN114856130B (en) | 2023-10-17 |
Family
ID=82633005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210452728.2A Active CN114856130B (en) | 2022-04-27 | 2022-04-27 | One-time construction method for cement mortar cake sticking and rib punching |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114856130B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196215A (en) * | 2014-08-29 | 2014-12-10 | 胡敏国 | Pasting machine |
| CN104514358A (en) * | 2013-09-29 | 2015-04-15 | 王凯 | Screeding machine |
| CN208184172U (en) * | 2017-07-11 | 2018-12-04 | 黄广达 | The multi-functional white washed wall pulp shooting machine of construction |
| CN110499904A (en) * | 2019-09-06 | 2019-11-26 | 深圳市建工集团股份有限公司 | Indoor wall face brick base exempts from plaster post-grouting wet combining construction method and vertical adjustment upright bar |
| CN112081344A (en) * | 2020-09-07 | 2020-12-15 | 中国一冶集团有限公司 | Rib punching mechanism |
| CN214785686U (en) * | 2021-05-11 | 2021-11-19 | 精易建工集团有限公司 | Building ground engineering plaster cake and reinforcement punching device |
| CN214885197U (en) * | 2021-05-19 | 2021-11-26 | 贵州皓科新型材料有限公司 | Ardealite mortar plastering screeding device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10589284B2 (en) * | 2015-04-07 | 2020-03-17 | Owens Corning Intellectual Capital, Llc | Loosefill insulation blowing machine with remote control assembly |
-
2022
- 2022-04-27 CN CN202210452728.2A patent/CN114856130B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104514358A (en) * | 2013-09-29 | 2015-04-15 | 王凯 | Screeding machine |
| CN104196215A (en) * | 2014-08-29 | 2014-12-10 | 胡敏国 | Pasting machine |
| CN208184172U (en) * | 2017-07-11 | 2018-12-04 | 黄广达 | The multi-functional white washed wall pulp shooting machine of construction |
| CN110499904A (en) * | 2019-09-06 | 2019-11-26 | 深圳市建工集团股份有限公司 | Indoor wall face brick base exempts from plaster post-grouting wet combining construction method and vertical adjustment upright bar |
| CN112081344A (en) * | 2020-09-07 | 2020-12-15 | 中国一冶集团有限公司 | Rib punching mechanism |
| CN214785686U (en) * | 2021-05-11 | 2021-11-19 | 精易建工集团有限公司 | Building ground engineering plaster cake and reinforcement punching device |
| CN214885197U (en) * | 2021-05-19 | 2021-11-26 | 贵州皓科新型材料有限公司 | Ardealite mortar plastering screeding device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114856130A (en) | 2022-08-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104196235B (en) | A kind of movable stencil supports truss and constructional method thereof | |
| CN109162177B (en) | Paving construction device for small-sized slip form machine in laboratory and use method | |
| CN114856130B (en) | One-time construction method for cement mortar cake sticking and rib punching | |
| CN114718279B (en) | Cake sticking and rib punching system | |
| CN217734735U (en) | Cement mortar cake screeding device | |
| CN214832413U (en) | EVA waterproof board convenient to lay fast | |
| CN215803300U (en) | Ground leveling auxiliary device for building construction | |
| CN214785686U (en) | Building ground engineering plaster cake and reinforcement punching device | |
| CN205969480U (en) | Can dismantle reinforcement fetal membrane frame | |
| CN207878943U (en) | A kind of foundation ground flatness and elevation control device | |
| CN217205457U (en) | Plastering device for building construction | |
| CN114482549A (en) | Automatic grouting device and method for prefabricated slab joint of side slope intercepting ditch | |
| CN219968307U (en) | Ash cake making device | |
| CN211229574U (en) | Control tool is pour to concrete floor thickness | |
| CN218032207U (en) | Horizontal calibrator for constructional engineering | |
| CN217149840U (en) | Crack pouring device for repairing asphalt pavement cracks | |
| CN216890790U (en) | Device for leveling layer flatness construction of coke oven top plate | |
| CN212224556U (en) | Integrative equipment of strickleing off of concrete wall posture | |
| CN218712639U (en) | River course thin wall concrete retaining wall template shaped steel support | |
| CN212406164U (en) | Zero-foundation wall building quick system | |
| CN216445743U (en) | Construction is with supplementary tile work device | |
| CN212957711U (en) | Combined adjusting type mortar paving device | |
| CN210598172U (en) | Simple concrete terrace leveling auxiliary frame | |
| CN114876214B (en) | High-precision steel structure upright post installation precision control device | |
| CN220928561U (en) | Flatness control device for decoration plastering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |