CN214530499U - Deep circular arc wave wall combined steel mould pasted with permeable template cloth - Google Patents
Deep circular arc wave wall combined steel mould pasted with permeable template cloth Download PDFInfo
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- CN214530499U CN214530499U CN202022565319.2U CN202022565319U CN214530499U CN 214530499 U CN214530499 U CN 214530499U CN 202022565319 U CN202022565319 U CN 202022565319U CN 214530499 U CN214530499 U CN 214530499U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 239000004744 fabric Substances 0.000 title claims abstract description 27
- 238000009415 formwork Methods 0.000 claims abstract description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims 7
- 230000007547 defect Effects 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 238000011418 maintenance treatment Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model relates to a deep arc wave wall combined steel mould pasted with permeable template cloth, which consists of a wave-facing side steel template and a back wave side steel template; the wave-facing side steel template consists of an upper template, a lower template, a vertical back ridge A, a horizontal back ridge, an inclined strut A and an end panel, wherein a plurality of channels are arranged at the inner arcs of the upper template and the lower template by the horizontal back ridge, a plurality of channels are vertically arranged along the longitudinal distance of the wave-facing side steel template by the water permeable template cloth adhered to the vertical back ridge A on the outer arc surface of the lower template, and the inclined strut A and the inclined strut back ridge are connected with the vertical back ridge A; the back wave side steel formwork comprises a transverse brace rod, a vertical back ridge B and an inclined brace rod B, the transverse brace rod is arranged above the position between the vertical back ridge B and the back wave side steel formwork, and the inclined brace rod B is connected with the vertical back ridge B.
Description
Technical Field
The utility model relates to a wave wall steel mould, concretely relates to paste unrestrained wall combination steel mould of dark circular arc of template cloth that permeates water.
Background
In order to reduce the size of the section of the embankment and reduce the engineering investment, a wave wall is usually arranged on the water-facing side of the top of the embankment. The wave wall is an important component of a slope type seawall and a sea pond and has the function of controlling the overtopping so as to reduce the elevation of an embankment top. The deep circular arc wave wall changes the motion direction of waves through an arc line, so that the waves can smoothly climb up the wave wall, one part of the kinetic energy of the waves is converted into potential energy, the other part of the kinetic energy of the waves changes the motion direction of the waves, the waves are guided by the arc top to return to the open sea, the energy of the waves is reduced by utilizing the arc action of the wave wall, and the wave wall is attractive in appearance and is often adopted in hydraulic engineering. However, in the traditional construction, the arc-shaped curve construction difficulty of the deep arc type wave wall is high, the requirement on the template is high, the template reinforcing quality is poor, and the installation and removal processes are complicated; in addition, the concrete is easy to generate bubbles, particularly, the lower semicircular part of the arc is easy to generate the defects of bubbles, cracks, uneven color and luster and the like, so that the pouring quality of the concrete cannot be well guaranteed, the subsequent construction often needs to maintain and treat the concrete with the quality defect, the construction period is influenced, a large amount of manpower and material resources are wasted, and the strength of the treated concrete cannot well meet the design requirement.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at to the problem that exists in the construction of current dark circular arc wave wall, the dark circular arc wave wall combination steel mould of pasting the template cloth that permeates water has been proposed, adopts following technical scheme.
The deep arc wave wall combined steel mould pasted with the permeable template cloth is used for wave wall construction and is characterized by comprising a wave-facing side steel template and a back wave side steel template; the wave-facing side steel template consists of an upper template, a lower template, a vertical back ridge A, a horizontal back ridge, an inclined strut A and an end panel, wherein a plurality of channels are arranged at the inner arcs of the upper template and the lower template by the horizontal back ridge, the permeable template cloth is adhered to the outer arc surface of the lower template, a plurality of channels are vertically arranged along the longitudinal distance of the wave-facing side steel template by the vertical back ridge A, and the inclined strut A and the inclined strut back ridge are connected with the vertical back ridge A; the back wave side steel formwork consists of a transverse brace rod, a vertical back ridge B and an inclined brace rod B, the transverse brace rod is arranged between the vertical back ridge B and the upper part of the back wave side steel formwork, and the inclined brace rod B is connected with the vertical back ridge B; and a reinforcement cage is arranged between the back wave side steel template and the wave-facing steel template.
Preferably, the horizontal back edge at the bottom of the upper template is provided with a tenon, the horizontal back edge at the top of the lower template is provided with a mortise, and the upper template and the lower template are fixed by using a fixing screw after joggling.
Preferably, the permeable template cloth stretches into the surface of the vertical side of the mortise of the lower pasting template at the splicing position of the templates by 3-5 cm.
Preferably, one end of the inclined strut A is connected with the vertical back ridge A, the other end of the inclined strut A is connected with the H-shaped support through a circular ring fastener and a circular ring fixing lock, and the H-shaped support is arranged on the embankment protection beam.
Preferably, the positions, 30-40 cm away from the upper end and the lower end, of the wave-facing side steel formwork and the back wave side steel formwork are respectively provided with counter-pulling steel bars.
Preferably, one end of the diagonal brace B is connected with the vertical back ridge B, and the other end of the diagonal brace B is connected with the embedded steel bars and fixed by binding steel wires.
Preferably, the bottom of the mortise of the lower template is provided with a row of water permeable holes.
Preferably, the bottom of the reinforcement cage is fixed with the embedded anchoring ribs.
The utility model relates to a technical scheme, the beneficial effect who compares with the conventional art is:
1. the utility model discloses a dark circular arc combination steel form, the template can be prefabricated by the mill, need not on-the-spot formwork, and the cope and drag template adopts the concatenation mode equipment, and concatenation department adopts the dual fixed mode of joggle and clamping screw, and the template mounting with demolish the convenience, the efficiency of construction improves greatly, and the fixed effectual of template saves the construction manpower expense.
2. The permeable formwork cloth can discharge partial water in the concrete, and the mortise of the lower formwork on the wave-facing side is provided with the permeable holes, so that bubbles and water vapor which are retained at the arc-shaped part of the wave wall in the pouring process can be discharged in time, the bubbles on the surface of the member concrete can be effectively reduced, the phenomenon of honeycomb pitted surface is avoided after the formwork is removed, the concrete is more compact, the quality of the wave wall after construction is improved, and the cost of post-maintenance treatment is reduced.
3. The permeable template cloth retains cement particles on the surface of the concrete, so that the strength of the concrete is ensured; meanwhile, a compact hardened layer rich in hydrated calcium silicate is formed on the surface of the concrete member, so that the hardness and the wear resistance of the surface layer of the concrete are greatly improved.
4. Due to the use of the permeable template cloth, the possibility of exchanging substances between the interior and the exterior of the concrete is reduced, so that the durability of the member is improved, the modification cost of the structure due to appearance defects is saved, and the service life of the structure is prolonged; after the template cloth is used, the requirement on the template is reduced because the template is not in direct contact with concrete, the turnover frequency of the template can be correspondingly increased, meanwhile, a release agent is not required to be coated, the demolding is convenient, the construction efficiency is improved, and the cost is integrally reduced.
Drawings
FIG. 1 is a schematic structural diagram of a combined steel mould of a deep arc wave wall;
FIG. 2 is a schematic diagram of an upper plate structure;
FIG. 3 is a schematic view of the structure of the lower template;
FIG. 4 is an enlarged schematic view of the joint of the upper and lower forms;
FIG. 5 is a schematic view of the upper and lower forms being installed;
FIG. 6 is an enlarged view of the permeable template cloth;
FIG. 7 is a schematic view of formwork holding rebar junction;
FIG. 8 is a schematic view of the diagonal strut A being fixed;
fig. 9 is a schematic view of the fixing structure of the diagonal brace B.
The figure is marked with: 1-wave-facing side steel template, 101-vertical back edge A, 102-horizontal back edge, 103-inclined strut back edge, 104-upper template, 1041-tenon, 1042-cushion block A, 1043-fixing nut A, 1044-fixing screw, 105-lower template, 1051-mortise, 1052-permeable hole, 106-inclined strut A, 107-end panel, 2-permeable template cloth, 201-permeable layer, 202-filter layer, 3-embedded anchor bar, 4-H bracket, 401-ring fixing lock, 402-ring fastener, 6-dike, 7-dike beam, 8-back wave side steel template, 801-transverse back edge, 802-vertical back edge B, 803-inclined strut B, 8031-fixing nut C, 8032-binding steel wire, 8033-embedded steel bars, 8034-cushion blocks C, 9-split steel bars, 901-cushion blocks B, 902-fixing nuts B, 10-steel bar cages and 11-concrete.
Detailed Description
In order to deepen understanding of the present invention, the embodiments of the present invention will be described in detail below with reference to fig. 1 to 9, and the following embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments are given, but the scope of protection of the present invention is not limited to the following embodiments.
With reference to fig. 1, fig. 2, fig. 3 and fig. 5, the deep arc wave wall combination steel mold is composed of a wave-facing side steel mold plate 1 and a back wave side steel mold plate 8, the wave-facing side steel mold plate 1 is composed of an upper mold plate 104, a lower mold plate 105, a vertical back ridge a101, a horizontal back ridge 102, an inclined strut back ridge 103, an inclined strut a106 and an end surface plate 107, the horizontal back ridge 102 is provided with a plurality of channels at the inner arcs of the upper and lower mold plates, a permeable mold plate cloth 2 is adhered to the outer arc surface of the lower mold plate 105, the vertical back ridge a101 is vertically provided with a plurality of channels along the longitudinal distance of the wave-facing side steel mold plate 1, and the inclined strut a106 and the inclined strut back ridge 103 are connected with the vertical back ridge a 101.
Referring to fig. 1, the back wave side steel formwork 8 is composed of a transverse brace 801, a vertical back ridge B802 and an inclined brace B803, the transverse brace 801 is arranged between the vertical back ridge B802 and the upper part of the back wave side steel formwork 8, and the inclined brace B803 is connected with the vertical back ridge B802; and a reinforcement cage 10 is arranged between the back wave side steel template 8 and the wave-facing steel template.
Referring to fig. 4, the horizontal back edge 102 at the bottom of the upper mold plate 104 is provided with a tenon 1041, the horizontal back edge 102 at the top of the lower mold plate 105 is provided with a mortise 1051, and the upper and lower mold plates are fixed by a fixing screw 1044 after being joggled.
With reference to fig. 1 and 4, the water-permeable template cloth 2 extends into the vertical side surface of the mortise 1051 of the lower pasting template 105 by 3-5 cm at the splicing position of the templates.
Referring to fig. 1 and 8, one end of the diagonal brace a106 is connected with the vertical back ridge a101, the other end of the diagonal brace is connected with the H-shaped bracket 4 through a ring fastener 402 and a ring fixing lock 401, and the H-shaped bracket 4 is arranged on the embankment beam 7.
Referring to the attached drawing 1, the positions, 30-40 cm away from the upper end and the lower end, of the wave-facing side steel formwork 1 and the back wave side steel formwork 8 are respectively provided with counter-pulling steel bars 9.
With reference to fig. 1 and 9, one end of the diagonal brace B803 is connected to the vertical back edge B802, and the other end is connected to the embedded steel bar 8033 and fixed by the binding steel wire 8032.
Referring to FIG. 3, a row of holes 1052 is provided in the bottom of the tongue 1051 of the lower plate 105.
Referring to fig. 1, the bottom of the reinforcement cage 10 is fixed to the embedded anchoring bars 3.
With reference to fig. 1 and 7, the vertical back edge a101 is composed of two back-to-back placed channel steel, and is fixed by a cushion block B901, and the counter-pulling steel bar 9 is inserted between the two channel steel and is fixed by a fixing nut B902.
The above embodiments are only used for explaining the technical idea of the present invention, not for the limitation of the protection of the right of the present invention, and all the modifications that are insubstantial to the present invention are carried out by using this idea, all fall into the protection scope of the present invention.
Claims (8)
1. A deep circular arc wave wall composite steel mould pasted with permeable template cloth is used for wave wall construction and is characterized by comprising a wave facing side steel template (1) and a back wave side steel template (8); the wave-facing side steel formwork (1) consists of an upper formwork (104), a lower formwork (105), a vertical back ridge A (101), a horizontal back ridge (102), an inclined strut back ridge (103), inclined strut rods A (106) and end face plates (107), wherein the horizontal back ridge (102) is provided with a plurality of channels at the inner arcs of the upper formwork and the lower formwork, water permeable formwork cloth (2) is adhered to the outer arc surface of the lower formwork (105), the vertical back ridge A (101) is vertically provided with a plurality of channels along the longitudinal distance of the wave-facing side steel formwork (1), and the inclined strut rods A (106) and the inclined strut back ridge (103) are connected with the vertical back ridge A (101); the back wave side steel formwork (8) consists of a transverse brace rod (801), a vertical back ridge B (802) and an inclined brace rod B (803), wherein the transverse brace rod (801) is arranged between the vertical back ridge B (802) and the upper part of the back wave side steel formwork (8), and the inclined brace rod B (803) is connected with the vertical back ridge B (802); and a reinforcement cage (10) is arranged between the back wave side steel template (8) and the wave-facing steel template.
2. The deep arc wave wall composite steel mould for sticking the permeable template cloth according to claim 1, wherein the horizontal back edge (102) at the bottom of the upper template (104) is provided with a tenon (1041), the horizontal back edge (102) at the top of the lower template (105) is provided with a mortise (1051), and the upper and lower templates are fixed by a fixing screw (1044) after joggling.
3. The deep arc wave wall composite steel mould for sticking the permeable template cloth according to claim 1, wherein the permeable template cloth (2) extends into the vertical side surface of the mortise (1051) of the sticking lower template (105) at the splicing position of the templates by 3-5 cm.
4. The deep circular arc wave wall composite steel mould for sticking the permeable formwork cloth according to claim 1, wherein one end of the diagonal brace A (106) is connected with the vertical back ridge A (101), the other end is connected with the H-shaped bracket (4) through a circular ring fastener (402) and a circular ring fixing lock (401), and the H-shaped bracket (4) is arranged on the embankment protection beam (7).
5. The deep arc wave wall combined steel mould pasted with the permeable template cloth according to claim 1, wherein the positions 30-40 cm away from the upper end and the lower end of the wave facing side steel template (1) and the back wave side steel template (8) are respectively provided with counter-pulling steel bars (9).
6. The deep circular arc wave wall composite steel mould pasted with the permeable template cloth according to claim 1, wherein one end of the diagonal brace B (803) is connected with the vertical back edge B (802), and the other end is connected with the embedded steel bar (8033) and fixed by the binding steel wire (8032).
7. The deep circular arc wave wall composite steel mold for sticking the permeable template cloth according to claim 1, wherein a row of permeable holes (1052) are formed at the bottom of the mortise (1051) of the lower template (105).
8. The deep arc wave wall composite steel mould pasted with the permeable template cloth according to claim 1, wherein the bottom of the reinforcement cage (10) is fixed with the embedded anchoring ribs (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022565319.2U CN214530499U (en) | 2020-11-09 | 2020-11-09 | Deep circular arc wave wall combined steel mould pasted with permeable template cloth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022565319.2U CN214530499U (en) | 2020-11-09 | 2020-11-09 | Deep circular arc wave wall combined steel mould pasted with permeable template cloth |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214530499U true CN214530499U (en) | 2021-10-29 |
Family
ID=78287667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022565319.2U Expired - Fee Related CN214530499U (en) | 2020-11-09 | 2020-11-09 | Deep circular arc wave wall combined steel mould pasted with permeable template cloth |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214530499U (en) |
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2020
- 2020-11-09 CN CN202022565319.2U patent/CN214530499U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211029 |
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| CF01 | Termination of patent right due to non-payment of annual fee |