CN112443172A - Reinforced structure is used in ancient building rammed earth wall construction - Google Patents
Reinforced structure is used in ancient building rammed earth wall construction Download PDFInfo
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- CN112443172A CN112443172A CN202011256514.5A CN202011256514A CN112443172A CN 112443172 A CN112443172 A CN 112443172A CN 202011256514 A CN202011256514 A CN 202011256514A CN 112443172 A CN112443172 A CN 112443172A
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- 238000010276 construction Methods 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 239000002184 metal Substances 0.000 claims abstract description 33
- 229910052751 metal Inorganic materials 0.000 claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 230000007246 mechanism Effects 0.000 claims abstract description 12
- 238000009434 installation Methods 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 description 30
- 239000004576 sand Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 6
- 239000004927 clay Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
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- 229910001374 Invar Inorganic materials 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 235000014676 Phragmites communis Nutrition 0.000 description 2
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- 235000019738 Limestone Nutrition 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 241001299682 Salix purpurea Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
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- 230000002708 enhancing effect Effects 0.000 description 1
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- 230000008020 evaporation Effects 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
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- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
Abstract
The invention discloses a reinforcing structure for rammed earth wall construction of ancient buildings, which comprises a wall body, wherein two surfaces of the wall body are respectively provided with a steel wire pull net, the joint of the steel wire pull nets is provided with a rear folding mechanism, two sides of each steel wire pull net are fixedly connected with a connecting block, two ends of a screw rod are fixedly connected with the two connecting blocks through fixing nuts, the bottom of each steel wire pull net is fixedly connected with a vertical rod, the outer wall of each vertical rod is fixedly connected with a pull rod, the bottom of each rectangular metal block is fixedly connected with an embedded member, the crack inner cavity of the wall body is fixedly connected with a reinforcing structure, an embedded steel plate is nailed into a crack of the wall body, the front of the embedded steel plate is fixedly connected with an outer wall fixing block, two sides of the front of the outer wall fixing block are fixedly connected with side plates, the inner, the outer wall fixing block is fixed on the wall through the screws, so that the crack can be prevented from becoming larger during construction.
Description
Technical Field
The invention relates to the technical field of historic building earth wall construction reinforcement, in particular to a reinforcing structure for historic building rammed earth wall construction.
Background
Archaeological findings show that China builds walls by a soil ramming method four thousand years ago, rammed soil houses have been built in the times of invar, the native buildings are generated in the times of neolithic apparatus four thousand years ago in China, mature soil ramming technology exists in the times of invar 16 century before the time of the first 16 th century to 11 th century before the time of the first yen, more rammed soil walls are used in the buildings of the folk dynasty to the Han dynasty, wood bone wall ribs in the horizontal direction are used in the rammed soil walls and are called as ' wood', the method is used up to the Hanchanan city and down to the south and north dynasty, the Tang and the Song dynasty, the dynasty and the palace walls of the Chang dynasty are rammed soil walls, and the lining houses in the Song dynasty are separated by the rammed soil walls, and the northern Song dynasty soil ramming technology is improved. The achievement of the rammed soil version construction technology at that time is systematically summarized in the book of construction legal system of less supervision of plum compilation by northern songham. Wherein, the 'wall building' is specified, every wall is three feet thick, nine feet are high, the upper part is obliquely contracted, and the specific thickness is reduced by half; if the height is increased by three, the thickness is increased by one, and the thickness is decreased by the same. The Fujian earth building pushes the traditional rammed earth construction technique of China to the crest, the plate rammed earth wall is the earliest method for constructing city wall in China, it is made up by using wood plate as mould, filling clay or limestone in it, ramming and building them layer by layer with pestle, along the great wall, there are many rammed earth walls which are made up by using clay and sand and then by using branches of Salix purpurea or reed, and there are also some places which are made up by using soil, sand and lime and ramming stone, the plate rammed earth wall has a height which is about one time of bottom thickness, and the top width is about one fourth to one fifth of the wall height, so that the city wall has obvious collection and utilization, and it has a certain bearing capacity, and can prevent soldier's actions, resist the attack of cold weapons (knives, robbery, arrows, etc.), and can use materials, and the construction is simple and convenient, so the plate rammed earth wall is faced to the left and right of the old Chinese generation, and 15 th layers, due to the progress of the city building technology, the ramming layer for the Tang generation and the Ming generation is about 30 centimeters, but the wall is easy to be damaged by enemies, for example, wood ribs are obviously arranged on the beacon platforms of the Yumenguan and the Han great wall, the wood ribs are regularly spaced by a plurality of meters and are stored up to now, some Tang dynasties such as the great ancient castle of the Yangsheng city and the Ming dynasty are rotten, and a little corrosion-resistant wood is remained, reed ribs are regularly distributed in the big and small square disk cities of the Yumenguan, the upper part, the lower part, the left part and the right part are respectively spaced by about 20 centimeters, the thickness of the Han great wall is enough to allow 2 full-side armored soldiers to oppositely pass through, the existing thickness is more than 1.2 meters, the height of the city wall is about 8-18 meters, the overall firmness and skill of the city building are reflected, a part of the great wall is built by adopting a method of ramming a plate, the soil wall is made of soil, and the quality of the soil wall is directly related to the firmness of the soil wall. The area where the Fujian earth building is located is mountainous and has much earth, and the building can be made of local materials. Loess with better viscosity and more sand is generally selected, and if the viscosity is not enough, field cape mud (also called field bottom mud), namely clay which has not been cultivated on the lower layer of the paddy field, is also added. The shrinkage of the clean loess after drying is large, the compacted soil wall is easy to crack, the water shrinkage rate can be reduced by sand content so as to reduce the cracking of the soil wall, and the cracking of the soil wall can also be reduced by some soil (old wall mud) blended with the old wall. The clay is mixed to increase viscosity and ensure the integrity and sufficient strength of the wall body, and because the sand content of the soil in each place is different, the mixing proportion of the loess, the clay and the old wall mud is completely determined by experience, the raw soil can not be directly used generally, the raw soil and the mixed field bottom mud need to be repeatedly turned over and hoed, broken and uniformly mixed, the hoeing is more careful, the stacking time is longer and better, the humus in the soil is actually promoted to be lost through fermentation (commonly called 'curing'), the soil wall formed by the soil is high in strength and not easy to crack, and the 'Sanhe soil', namely the loess, the lime and the sand are mixed and tamped in some ancient buildings, and brown sugar and husked rice pulp are also mixed in some soil to increase the hardness degree of the soil wall. The iron nails of the earth wall formed by ramming earth are difficult to nail, and are still intact after hundreds of years of weather. In addition, the control of the water content in the soil during tamping is also the key to ensure the quality of the earth wall. The water content is too little, the viscosity of the soil is poor, and the rammed soil wall is loose in texture and obviously not firm; the water content is too much, the native wall can't be tamped, the easy shrink fracture of wall body behind the moisture evaporation, it leads to the wall body fracture to accumulate wind-force effect and rainwater scouring in the course of passing through day and month, need maintain ancient building, and rammed earth building can not directly be under construction to it when being under construction, exogenic action can lead to the crack grow of ancient building wall body or collapse, so need have a reinforced structure to consolidate it when ancient building wall body restores, maintain the firm of wall body, play the safeguard effect to staff's safety simultaneously.
Disclosure of Invention
The invention aims to provide a reinforcing structure for rammed earth wall construction of ancient buildings, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a reinforced structure is used in ancient building rammed earth wall construction, includes the wall body, the two sides of wall body all is provided with the steel wire and draws the net, the steel wire draws folding mechanism after the junction setting of net, the steel wire draws the both sides fixedly connected with coupling block of net, the through hole has been seted up to the inner chamber of coupling block, the inner chamber fixedly connected with screw rod of through hole, the both ends of screw rod carry out fixed connection with two coupling blocks through fixation nut, the steel wire draws the bottom fixedly connected with vertical pole of net, the outer wall fixedly connected with pull rod of vertical pole, the bottom fixedly connected with rectangle metal block of vertical pole, the one end fixedly connected with fixed block of pull rod bottom, the bottom fixedly connected with embedded component of rectangle metal block, the crack inner chamber fixedly connected with reinforced structure of wall body.
Preferably, reinforced structure is including the embedding steel sheet, the positive fixedly connected with outer wall fixed block of embedding steel sheet, the positive both sides fixedly connected with curb plate of outer wall fixed block, threaded hole is seted up to the inner chamber of outer wall fixed block, the inner chamber fixedly connected with screw of screw hole, the inner chamber fixedly connected with installation piece of the relative one side of curb plate, the positive fixedly connected with mounting flange of installation piece, mounting flange's positive fixedly connected with bracing piece will imbed the steel sheet and nail into the crack of wall body, utilize the screw to fix the outer wall fixed block on the wall, can avoid the crack to become bigger when the construction.
Preferably, the folding mechanism comprises first metal blocks, and connecting shafts are fixedly connected between the metal blocks.
Preferably, the outer lane cover of even axle is equipped with the second metal block, the second metal block can even the axle rotate foldingly, builds the completion back at the wall body, can fold the steel wire netting, reduces reinforced structure and accounts for the big drawback in space.
Preferably, the steel wire netting is cross-connected with each other for enhancing the toughness and the binding force of the steel wire netting.
Preferably, when the embedded member is applied, the embedded member needs to be hammered at the root of the wall body to form a groove with the depth larger than 30cm, and then two ends of the embedded member are fixed inside the groove body by steel nails.
Preferably, the side plates, the mounting block and the support rod are provided with communicating holes at corresponding positions, and then the side plates, the mounting block and the support rod are fixed in a penetrating manner through a connecting rod.
Compared with the prior art, the invention has the beneficial effects that:
1. this reinforced structure is used in ancient building rammed earth wall construction, steel wire draw net intercrossing connects for strengthen the toughness and the binding power of steel wire draw net.
2. The reinforcing structure for the rammed earth wall construction of the historic building comprises a steel wire pull net, vertical rods, pull rods, rectangular metal blocks, a fixing block and embedded components which are matched for use, wherein the steel wire pull net is arranged on each of two sides of a wall body, the steel wire pull net is externally arranged at a position below a crack of the wall body, the bottom of the steel wire pull net is fixedly connected with the vertical rods, the outer walls of the vertical rods are fixedly connected with the pull rods, the bottom of each vertical rod is fixedly connected with the rectangular metal block, one end of the bottom of each pull rod is fixedly connected with the fixing block, the bottom of each rectangular metal block is fixedly connected with the embedded components, the groove is dug at the root of the wall body, the depth is more than 30cm, then the two ends of the embedded component are fixed in the groove body by steel nails, when the construction, because the pulling force effect can make the wall body more firm, avoid the long-term irreparable collapse of receiving the external force influence when the construction of ancient building cob wall.
3. This reinforced structure is used in ancient building rammed earth wall construction, reinforced structure include the embedding steel sheet, will imbed the steel sheet and nail into the crack of wall body, the positive fixedly connected with outer wall fixed block of embedding steel sheet, the positive both sides fixedly connected with curb plate of outer wall fixed block, the inner chamber of outer wall fixed block sets up threaded hole, the inner chamber fixedly connected with screw of screw hole utilizes the screw to fix the outer wall fixed block on the wall, can avoid the crack when the construction to become bigger.
4. This reinforced structure is used in ancient building rammed earth wall construction, folding mechanism after the junction of steel wire netting sets up, folding mechanism includes first metal block, fixedly connected with links the axle between the metal block, the outer lane cover of linking the axle is equipped with the second metal block, the second metal block can link the axle and rotate foldingly, construct the completion back at the wall body, can fold the steel wire netting, it accounts for the big drawback in space to reduce reinforced structure, and this equipment structure is simple, the equipment of being convenient for carries, the cost is low, be suitable for extensive using widely.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a reinforcing structure according to the present invention;
FIG. 3 is an enlarged view taken at A of FIG. 1 in accordance with the present invention;
FIG. 4 is an enlarged view of the invention at B in FIG. 1.
In the figure: 1. a wall body; 2. drawing a net by using a steel wire; 3. a folding mechanism; 31. a first metal block; 32. a connecting shaft; 33. a second metal block; 4. a coupling block; 5. a through hole; 6. a screw; 7. fixing a nut; 8. a vertical rod; 9. a pull rod; 10. a rectangular metal block; 11. a fixed block; 12. pre-embedding a component; 13. reinforcing the structure; 131. embedding a steel plate; 132. an outer wall fixing block; 133. a side plate; 134. a threaded hole; 135. a screw; 136. mounting blocks; 137. installing a flange; 138. a support bar; 14. and a communicating hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a reinforcing structure for rammed earth wall construction of ancient buildings comprises a wall body 1, wherein steel wire pull nets 2 are arranged on two sides of the wall body 1, the steel wire pull nets 2 are connected in an intersecting manner and used for reinforcing the toughness and the binding force of the steel wire pull nets 2, a rear folding mechanism 3 is arranged at the joint of the steel wire pull nets 2, connecting blocks 4 are fixedly connected to two sides of each steel wire pull net 2, through holes 5 are formed in the inner cavities of the connecting blocks 4, screw rods 6 are fixedly connected to the inner cavities of the through holes 5, two ends of each screw rod 6 are fixedly connected with the two connecting blocks 4 through fixing nuts 7, a vertical rod 8 is fixedly connected to the bottom of each steel wire pull net 2, a pull rod 9 is fixedly connected to the outer wall of each vertical rod 8, a rectangular metal block 10 is fixedly connected to the bottom of each vertical rod 8, a fixing block 11 is fixedly connected to one end of the bottom of each pull rod 9, a pre-embedded, reinforced structure 13 is including embedding steel sheet 131, in the crack of the wall body will be driven into to embedding steel sheet 131, embedding steel sheet 131's positive fixedly connected with outer wall fixed block 132, the positive both sides fixedly connected with curb plate 133 of outer wall fixed block 132, threaded hole 134 has been seted up to the inner chamber of outer wall fixed block 132, the inner chamber fixedly connected with screw 135 of threaded hole 134, the inner chamber fixedly connected with installation piece 136 of the relative one side of curb plate 133, the positive fixedly connected with mounting flange 137 of installation piece 136, mounting flange 137's positive fixedly connected with bracing piece 138, utilize screw 135 to fix the outer wall fixed block on the wall, then pour into the concrete into the crack from the crack top and restore, can avoid the crack to become bigger when the construction.
The working principle is as follows: when the reinforcing structure for rammed earth wall construction of ancient buildings is used, the two sides of the wall body 1 are respectively provided with the steel wire pull nets 2, the steel wire pull nets 2 are connected in an intersecting manner and used for reinforcing the toughness and the binding force of the steel wire pull nets 2, the steel wire pull nets 2 are externally arranged at the positions below cracks of the wall body 1, the bottom of each steel wire pull net 2 is fixedly connected with a vertical rod 8, the outer wall of each vertical rod 8 is fixedly connected with a pull rod 9, the bottom of each vertical rod 8 is fixedly connected with a rectangular metal block 10, one end of the bottom of each pull rod 9 is fixedly connected with a fixed block 11, the bottom of each rectangular metal block 10 is fixedly connected with an embedded component 12, when the embedded components 12 are applied, the grooves are required to be formed at the root of the wall body 1, the depth is more than 30cm, then the two ends of the embedded components 12 are fixed inside the groove body by steel nails, when the construction is carried out, the wall body 1 can, the folding mechanism 3 is arranged at the joint of the steel wire netting 2, the folding mechanism 3 comprises first metal blocks 31, connecting shafts 32 are fixedly connected between the metal blocks 31, second metal blocks 33 are sleeved on the outer rings of the connecting shafts 32, the second metal blocks 33 can be rotatably folded by the connecting shafts 32, the steel wire netting 2 can be folded after the wall body 1 is built, the defect that the occupied space of the structure is large is reduced, a reinforcing structure 13 is fixedly connected to the inner cavity of a crack of the wall body 1, the reinforcing structure 13 comprises an embedded steel plate 131, the embedded steel plate 131 is nailed into the crack of the wall body, an outer wall fixing block 132 is fixedly connected to the front side of the embedded steel plate 131, side plates 133 are fixedly connected to the two front sides of the outer wall fixing block 132, a threaded hole 134 is formed in the inner cavity of, the inner cavity of the opposite side of the side plate 133 is fixedly connected with a mounting block 136, the front of the mounting block 136 is fixedly connected with a mounting flange 137, the front of the mounting flange 137 is fixedly connected with a support rod 138, and the outer wall fixing block is fixed on a wall by using a screw 135, so that the crack can be prevented from being larger during construction.
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 (7)
1. The utility model provides a reinforced structure is used in ancient building rammed earth wall construction, includes wall body (1), its characterized in that: the wall body is characterized in that steel wires are arranged on two sides of the wall body (1) to pull the net (2), a folding mechanism (3) is arranged at the joint of the steel wires to pull the net (2), two connecting blocks (4) are fixedly connected to two sides of the steel wires to pull the net (2), a through hole (5) is formed in the inner cavity of each connecting block (4), a screw rod (6) is fixedly connected to the inner cavity of each through hole (5), two connecting blocks (4) are fixedly connected to two ends of each screw rod (6) through a fixing nut (7), a vertical rod (8) is fixedly connected to the bottom of the steel wires to pull the net (2), a pull rod (9) is fixedly connected to the outer wall of each vertical rod (8), a rectangular metal block (10) is fixedly connected to the bottom of each vertical rod (8), a fixing block (11) is fixedly connected to one end of the bottom of each pull rod (9), and a pre-buried, and a reinforcing structure (13) is fixedly connected with the inner cavity of the crack of the wall body (1).
2. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: reinforced structure (13) is including embedding steel sheet (131), the positive fixedly connected with outer wall fixed block (132) of embedding steel sheet (131), outer wall fixed block (132) positive both sides fixedly connected with curb plate (133), threaded hole (134) have been seted up to the inner chamber of outer wall fixed block (132), inner chamber fixedly connected with screw (135) of screw hole (134), the inner chamber fixedly connected with installation piece (136) of the relative one side of curb plate (133), the positive fixedly connected with mounting flange (137) of installation piece (136), the positive fixedly connected with bracing piece (138) of mounting flange (137).
3. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: the folding mechanism (3) comprises first metal blocks (31), and connecting shafts (32) are fixedly connected between the metal blocks (31).
4. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: the outer ring of the connecting shaft (32) is sleeved with a second metal block (33), and the second metal block can be rotatably folded by the connecting shaft (32).
5. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: the steel wire pull nets (2) are connected in a cross mode, and are used for strengthening the toughness and the binding force of the steel wire pull nets (2).
6. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: when the embedded member (12) is applied, a groove needs to be formed in the root of the wall body (1) by smashing, the depth is larger than 30cm, and then two ends of the embedded member (12) are fixed inside the groove body through steel nails.
7. The reinforcing structure for rammed earth wall construction of ancient buildings according to claim 1, wherein: the corresponding positions of the side plate (133), the mounting block (136) and the support rod (138) are all provided with a communicating hole (14), and then the side plate, the mounting block and the support rod are fixed in a penetrating mode through a connecting rod.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011256514.5A CN112443172A (en) | 2020-11-11 | 2020-11-11 | Reinforced structure is used in ancient building rammed earth wall construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011256514.5A CN112443172A (en) | 2020-11-11 | 2020-11-11 | Reinforced structure is used in ancient building rammed earth wall construction |
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| CN112443172A true CN112443172A (en) | 2021-03-05 |
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| CN202011256514.5A Pending CN112443172A (en) | 2020-11-11 | 2020-11-11 | Reinforced structure is used in ancient building rammed earth wall construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023035804A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Reinforcement apparatus for wok ear rammed earth wall correction |
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| CN101054857A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rectification method for ancient architecture deformed wall |
| JP2017027488A (en) * | 2015-07-27 | 2017-02-02 | Ｊｆｅ商事テールワン株式会社 | Simple alarm system for reinforcing soil wall |
| CN207332349U (en) * | 2017-08-29 | 2018-05-08 | 湖北太岳园林古建工程股份有限公司 | A kind of building enclosure reinforced cob wall and prevent from collapsing |
| CN108442726A (en) * | 2018-04-08 | 2018-08-24 | 太原理工大学 | A kind of ancient times rammed earth city wall structural defence device |
| CN109610865A (en) * | 2018-11-14 | 2019-04-12 | 南宁学院 | A kind of ruggedized construction and its construction method of wall crazing |
| CN209958815U (en) * | 2019-03-27 | 2020-01-17 | 青海民族大学 | Auxiliary device is repaired on ancient building wall body surface |
| CN211113806U (en) * | 2019-11-28 | 2020-07-28 | 董凯 | Building reinforced structure that rectifies |
| CN211776026U (en) * | 2020-03-12 | 2020-10-27 | 陕西省建筑科学研究院有限公司 | Inclined anti-cracking device adopting double-sided packing belt network cement mortar surface layer |
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2020
- 2020-11-11 CN CN202011256514.5A patent/CN112443172A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101054857A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rectification method for ancient architecture deformed wall |
| JP2017027488A (en) * | 2015-07-27 | 2017-02-02 | Ｊｆｅ商事テールワン株式会社 | Simple alarm system for reinforcing soil wall |
| CN207332349U (en) * | 2017-08-29 | 2018-05-08 | 湖北太岳园林古建工程股份有限公司 | A kind of building enclosure reinforced cob wall and prevent from collapsing |
| CN108442726A (en) * | 2018-04-08 | 2018-08-24 | 太原理工大学 | A kind of ancient times rammed earth city wall structural defence device |
| CN109610865A (en) * | 2018-11-14 | 2019-04-12 | 南宁学院 | A kind of ruggedized construction and its construction method of wall crazing |
| CN209958815U (en) * | 2019-03-27 | 2020-01-17 | 青海民族大学 | Auxiliary device is repaired on ancient building wall body surface |
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| CN211776026U (en) * | 2020-03-12 | 2020-10-27 | 陕西省建筑科学研究院有限公司 | Inclined anti-cracking device adopting double-sided packing belt network cement mortar surface layer |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023035804A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Reinforcement apparatus for wok ear rammed earth wall correction |
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