CN212001706U - Packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure - Google Patents
Packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure Download PDFInfo
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- CN212001706U CN212001706U CN202020304219.1U CN202020304219U CN212001706U CN 212001706 U CN212001706 U CN 212001706U CN 202020304219 U CN202020304219 U CN 202020304219U CN 212001706 U CN212001706 U CN 212001706U
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- Prior art keywords
- soil wall
- cement mortar
- mortar surface
- packing belt
- wall body
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- 239000002689 soil Substances 0.000 title claims abstract description 60
- 238000012856 packing Methods 0.000 title claims abstract description 36
- 239000011083 cement mortar Substances 0.000 title claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000002344 surface layer Substances 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 239000002023 wood Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004806 packaging method and process Methods 0.000 description 2
- 208000007101 Muscle Cramp Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a reinforced (rfd) raw soil wall structure of packing area net cement mortar surface course in wall body construction field, including raw soil wall body and ground, the reinforcing bar post of vertically pegging graft in raw soil wall body four corners, in the fixed grafting of reinforcing bar capital portion and the base, the base is pre-buried to be set up in subaerial, about the adjacent reinforcing bar post, the fore-and-aft direction is connected the reinforcement through first anchor strut, second anchor strut respectively, and the reinforcing bar post, first anchor strut and second anchor strut set up and form protection architecture in the raw soil wall body outside, the outside of shown raw soil wall body and protection architecture sets up packing area net cement mortar surface course. The utility model discloses utilize the big frame that reinforcing bar post cooperation anchor strut accomplished the immature soil wall to support, the packing belt net cement mortar surface course in the cooperation immature soil wall outside is consolidated, improves the wholeness and the anti shear capacity of immature soil wall to the construction is simple and with low costs, and the multiplicable holistic stability of support of base of reinforcing bar column bottom can avoid the immature soil wall to take place to collapse under the macroseism and destroy.
Description
Technical Field
The utility model relates to a wall body construction field specifically is a packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure.
Background
The civil building industry in China occupies an important position in China, and the civil building is a traditional building form based on the huge population base number in China, has the advantages of convenience in local material taking, reusability, low cost, simple technology, superior heat preservation and heat insulation performance and the like, and is particularly concerned by people in the world today with energy shortage and ecological deterioration.
At present, the Chinese patent with application number CN201621404727.7 discloses a raw soil wall with a reinforced structure, which comprises a raw soil wall body, wherein a wall foundation is arranged at the bottom of the raw soil wall body, a wood ring beam is arranged at the top of the raw soil wall body, first vertical grooves are respectively arranged on the side edges of the raw soil wall body, second vertical grooves are respectively arranged at positions 300mm-400mm away from the two end faces of the raw soil wall body on the two side wall faces of the raw soil wall body, the lengths of the first vertical grooves and the second vertical grooves are equal to the height of the raw soil wall body, wood columns are respectively embedded in the first vertical grooves and the second vertical grooves, the upper ends of the wood columns are fixedly connected with the wood ring beam through cramps or rivets, the lower ends of the wood columns extend and are fixed in the wall foundation, the wood columns in the first vertical grooves and the second vertical grooves at the two ends of the raw soil wall body are respectively bound with the raw soil wall body at the two ends through steel wires to form constructional columns, fixing nets formed by bamboo strips are also arranged on the two side, the joints of the bamboo chips are bound and fixed by steel wires.
However, the existing earth wall has poor integrity and shear bearing capacity, and the earthquake resistance of the vertical wall is easy to collapse and damage the raw earth wall structure under the influence of sudden natural disasters. Therefore, the utility model designs a packing belt network cement mortar surface course reinforced (rfd) immature soil wall structure to solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure to the problem that the above-mentioned background of the most probable solution provided.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a packing area net cement mortar surface course reinforced (rfd) raw soil wall structure, includes raw soil wall body and ground, raw soil wall body four corners is vertically pegged graft there is the reinforcing bar post, the fixed grafting of reinforcing bar post bottom and in the base, the base is pre-buried to be set up in the underground, and is adjacent the reinforcing bar post is controlled, the front and back direction is connected the reinforcement through first anchor strut, second anchor strut respectively, and reinforcing bar post, first anchor strut and second anchor strut set up and form protection architecture in the raw soil wall body outside, and the outside of shown raw soil wall body and protection architecture is provided with packing area net cement mortar surface course.
Preferably, the packing belt network cement mortar surface course is surrounded the packing belt network that the cover set up by the raw soil wall body outside and constitutes, and the gap between the packing belt network is filled with cement mortar, packing belt network cement mortar surface course thickness is 20 ~ 30 mm.
Preferably, the fixed cover in the steel bar post outside is equipped with the ring cover, the fixed adapter sleeve that is provided with two sets of vertically in the ring cover outside, the both ends of first stiffening rod, second stiffening rod are pegged graft respectively and are installed in the adapter sleeve and connect, and pass through the rivet round pin between first stiffening rod, second stiffening rod and the adapter sleeve and fix.
Preferably, the base comprises a sleeve inserted at the bottom of the steel bar column, an inclined rod is obliquely arranged on the outer side of the sleeve, a longitudinal edge is vertically arranged on the outer side of the sleeve, and a pointed cone is arranged at the bottom of the sleeve.
Preferably, the telescopic link of reinforcing bar post grafting is provided with sealed lid, sealed lid upper end is provided with the sprue gate, and has pour the concrete through the sprue gate in the sleeve.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses the steel bar post in the corner vertical pin ground face of raw soil wall, and the horizontal anchor strut between the steel bar post accomplishes the frame of being general of raw soil wall, good steadiness has, it is reinforced (rfd) for 20 ~ 30 mm's packing area net cement mortar surface course to adopt thickness to consolidate at the surface of raw soil wall, improve the wholeness and the anti shear capacity of raw soil wall, and the construction is simple and with low costs, the bottom of steel bar post is pegged graft and is extended to the base cooperation concrete placement of ground bottom and the reinforcement down tube in the base outside, the holistic support stability of greatly increased steel bar post, can avoid the strong earthquake under the raw soil wall to take place to collapse and destroy.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic sectional view of the top view of the structure of the present invention;
fig. 3 is an enlarged schematic view of the base structure shown in fig. 1 according to the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1-raw soil wall body, 2-packaging belt net cement mortar surface layer, 21-packaging belt net, 22-cement mortar, 3-reinforced column, 31-ring sleeve, 32-connecting sleeve, 33-rivet pin, 4-base, 41-sleeve, 42-diagonal rod, 43-longitudinal edge, 44-pointed cone, 45-sealing cover, 46-pouring gate, 5-first reinforcing rod, 6-second reinforcing rod and 7-ground.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, a packing belt network cement mortar surface layer reinforced raw soil wall structure comprises a raw soil wall body 1 and a ground 7, reinforcing steel bars 3 are longitudinally inserted into four corners of the raw soil wall body 1, the bottoms of the reinforcing steel bars 3 are fixedly inserted into a base 4, the base 4 is pre-embedded and arranged below the ground 7, the left and right directions and the front and back directions of the adjacent reinforcing steel bars 3 are respectively connected and reinforced through a first reinforcing rod 5 and a second reinforcing rod 6, the reinforcing steel bars 3, the first reinforcing rods 5 and the second reinforcing rods 6 are arranged outside the raw soil wall body 1 to form a protection structure, and a packing belt network cement mortar surface layer 2 is arranged outside the raw soil wall body 1 and the protection structure.
The packing belt network cement mortar surface layer 2 is composed of packing belt networks 21 which are arranged around the outer side of the raw soil wall body 1 in a sleeved mode, cement mortar 22 is filled in gaps among the packing belt networks 21, and the thickness of the packing belt network cement mortar surface layer 2 is 20-30 mm; the integrity and the shear-resistant bearing capacity of the raw soil wall body 1 are improved by utilizing the mechanical property advantage of the packing belt network cement mortar and the good viscosity property between the packing belt network cement mortar and the raw soil wall body 1.
Wherein, the fixed cover in 3 outsides of steel column is equipped with ring cover 31, the fixed two sets of vertically adapter sleeve 32 that are provided with in the ring cover 31 outside, first anchor strut 5, the both ends of second anchor strut 6 are pegged graft respectively and are installed in adapter sleeve 32 and be connected, and fixed through rivet pin 33 between first anchor strut 5, second anchor strut 6 and the adapter sleeve 32, utilize 3 cooperation dismantlements of steel column to connect first anchor strut 5, second anchor strut 6 to form parcel protecting frame to the earth wall body 1 outside, and can promote holistic stability.
The base 4 comprises a sleeve 41 inserted at the bottom of the steel bar column 3, an inclined rod 42 and a longitudinal edge 43 are obliquely arranged on the outer side of the sleeve 41, and a pointed cone 44 is arranged at the bottom of the sleeve 41; the longitudinal ribs 43 cooperate with the tapers 44 to facilitate the insertion of the base 4 under the ground 7, while the diagonal bars 42 increase the stability of the insertion, i.e. to reinforce and stabilize the bottom of the steel bar column 3.
Wherein, the connecting end of the steel bar column 3 inserted in the sleeve 41 is provided with a sealing cover 45, the upper end of the sealing cover 45 is provided with a pouring gate 46, and concrete is poured in the sleeve 41 through the pouring gate 46; the concrete in the sleeve 41 is positioned on the outer concrete pouring layer of the reinforced column 3 and is integrally formed, so that the supporting stability of the whole bottom of the reinforced column 3 can be improved.
The specific application of this embodiment is: the utility model discloses vertically peg graft reinforced bar post 3 with the four corners of living soil wall 1 to establish ring cover 31 at the fixed cover in the outside of reinforced bar post 3, peg graft first anchor strut 5, second anchor strut 6 respectively and transversely set up to accomplish the frame in the living soil wall 1 outside and inject in the frame in the living soil wall 1 outside between adjacent ring cover 31. And then, the surface of the raw soil wall 1 is wrapped by a packing belt net 21 with the thickness of 20-30 mm, and gaps in the packing belt net 21 are filled with cement mortar 22 for reinforcement to form a packing belt net cement mortar surface layer 2 so as to improve the integrity and the shear-resistant bearing capacity of the raw soil wall. The reinforced column 3 is inserted under the ground 7, the reinforced column 3 is inserted into the sleeve 41 of the base 4 in advance and is connected in a sealing mode through the sealing cover 45, then concrete is poured into the sleeve 41 through the pouring opening 46 of the sealing cover 45 for forming a concrete pouring layer in a one-step mode, the outer side of the reinforced column 3 is fixedly wrapped, the sleeve 41 is inserted into the ground, the base 4 is conveniently inserted through the pointed cone 44 and the longitudinal edge 43 on the outer side of the sleeve 41, and the inclined rod 42 on the outer side of the base 4 can increase the stability of the whole body under the ground 7.
The utility model discloses set up the anchor strut between the support that supports to and the backup pad grafting awl in the support bottom increases the stability of support in ground, and extend to the ground bottom and the outside sets up the concrete placement box with the support bottom, the holistic support stability of greatly increased, it is good to consolidate the effect, and can avoid macroseism lower carriage and brick masonry water tower to take place to collapse and destroy.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (5)
1. The utility model provides a packing area net cement mortar surface course reinforced (rfd) raw soil wall structure, includes raw soil wall body (1) and ground (7), its characterized in that: the soil wall is characterized in that reinforcing steel bars (3) are longitudinally inserted into four corners of the soil wall body (1), the bottoms of the reinforcing steel bars (3) are fixedly inserted into the bases (4), the bases (4) are pre-buried under the ground (7) and are adjacent to each other, the left direction and the right direction and the front direction of the reinforcing steel bars (3) are respectively connected and reinforced through first reinforcing rods (5) and second reinforcing rods (6), the reinforcing steel bars (3), the first reinforcing rods (5) and the second reinforcing rods (6) are arranged on the outer side of the soil wall body (1) to form a protection structure, and the packing belt cement mortar surface layers (2) are arranged on the outer sides of the soil wall body (1) and the protection structure.
2. The green soil wall structure reinforced by the packing belt cement mortar surface layer according to claim 1, characterized in that: packing belt net cement mortar surface course (2) encircle packing belt net (21) that the cover set up by the raw soil wall body (1) outside and constitute, and the gap between packing belt net (21) is filled with cement mortar (22), packing belt net cement mortar surface course (2) thickness is 20 ~ 30 mm.
3. The green soil wall structure reinforced by the packing belt cement mortar surface layer according to claim 1, characterized in that: the fixed cover in reinforcing bar post (3) outside is equipped with ring cover (31), the fixed adapter sleeve (32) that are provided with two sets of vertically in ring cover (31) outside, the both ends of first anchor strut (5), second anchor strut (6) are pegged graft respectively and are connected in adapter sleeve (32) interior erection joint, and are fixed through rivet round pin (33) between first anchor strut (5), second anchor strut (6) and the adapter sleeve (32).
4. The green soil wall structure reinforced by the packing belt cement mortar surface layer according to claim 1, characterized in that: the base (4) comprises a sleeve (41) inserted at the bottom of the steel bar column (3), an inclined rod (42) and a vertical longitudinal edge (43) are obliquely arranged on the outer side of the sleeve (41), and a pointed cone (44) is arranged at the bottom of the sleeve (41).
5. The packing belt network cement mortar surface layer reinforced raw soil wall structure according to claim 4, characterized in that: the connecting end of the steel bar column (3) inserting sleeve (41) is provided with a sealing cover (45), the upper end of the sealing cover (45) is provided with a pouring gate (46), and concrete is poured in the sleeve (41) through the pouring gate (46).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020304219.1U CN212001706U (en) | 2020-03-12 | 2020-03-12 | Packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020304219.1U CN212001706U (en) | 2020-03-12 | 2020-03-12 | Packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure |
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| Publication Number | Publication Date |
|---|---|
| CN212001706U true CN212001706U (en) | 2020-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020304219.1U Expired - Fee Related CN212001706U (en) | 2020-03-12 | 2020-03-12 | Packing belt network cement mortar surface course reinforced (rfd) raw soil wall structure |
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| CN (1) | CN212001706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647587A (en) * | 2021-01-05 | 2021-04-13 | 陕西理工大学 | Shock attenuation formula building house |
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2020
- 2020-03-12 CN CN202020304219.1U patent/CN212001706U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647587A (en) * | 2021-01-05 | 2021-04-13 | 陕西理工大学 | Shock attenuation formula building house |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201124 |