CN205421711U - Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component - Google Patents
Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component Download PDFInfo
- Publication number
- CN205421711U CN205421711U CN201520964460.6U CN201520964460U CN205421711U CN 205421711 U CN205421711 U CN 205421711U CN 201520964460 U CN201520964460 U CN 201520964460U CN 205421711 U CN205421711 U CN 205421711U
- Authority
- CN
- China
- Prior art keywords
- connector
- permanent beam
- pin joint
- connecting portion
- arrangement
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 230000002787 reinforcement Effects 0.000 title claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims abstract description 8
- 230000002708 enhancing effect Effects 0.000 claims description 16
- 238000005266 casting Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 description 9
- 238000010008 shearing Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component belongs to the building template technical field. Adopt the utility model discloses technical scheme can obtain one kind and have permanent beam mold board good intensity, rigidity and connection performance, need not vertical muscle of extra configuration and stirrup when the pouring structure component. The problem of the hooping bars layout of permanent beam mold board is solved, can realize the more high -efficient utilization of material to reduce its cost. On the basis, technical scheme has simplified the concreting construction who uses permanent beam mold board, has wide application prospect.
Description
Technical field
This utility model belongs to building template and concrete structure member technical field, can be applicable to the occasions such as industry and Civil structure, hydro-structure, sea, port structure, bridges and culverts tunnel.
Background technology
In domestic construction field, industrial and Civil structure, hydro-structure, sea, port structure, bridges and culverts tunnel etc. generally use the template such as plank sheathing, steel form, there is the unfavorable factors such as consumption is big, dismounting is inconvenient, have enough to meet the need costly, utilization rate is low.In structure under conventional situation, normal concrete surface is the most exposed, and durability is relatively low.For solving the problems referred to above, use high durability material to make permanent formwork and replace conventional template to carry out the construction of building structure, extensively paid close attention to by engineering circles.But, during permanent formwork is applied, the unsolved new problem of prior art still exists.For permanent beam template, specifically include that 1) how to ensure the shearing strength of panel and connecting portion；2) the stirrup difficult arrangement how solving permanent beam template and the problem how arranging stirrup.
Utility model content
First purpose of this utility model is to provide a kind of arrangement of reinforcement formula pin joint permanent beam template, solves produced problem during above-mentioned permanent beam template uses.To this end, this utility model is by the following technical solutions:
A kind of arrangement of reinforcement formula pin joint permanent beam template, is characterized in that, described arrangement of reinforcement formula permanent beam template is made up of panel (1) and connector (2)；Described panel has the first connecting portion, and described connector has the second connecting portion, and described first connecting portion can pass the second connecting portion pin joint；The interface that pours of described panel is provided with the first projection, and the interface that pours of described connector is provided with the 3rd projection；Described panel cross section is concave character type；Described panel and connector select fiber reinforced cement-based material to make；Described panel itself and outside have enhancing muscle, described enhancing muscle to include reinforcing bar.Described enhancing muscle is vertical muscle and the enhancing muscle of stirrup in the concrete component poured instead of using described arrangement of reinforcement formula permanent beam template.In prior art, casting concrete component needs to place in a template after vertical muscle and stirrup etc. strengthen muscle and pours, the demoulding after molding component；Apply arrangement of reinforcement formula permanent formwork of the present invention, can direct casting concrete in a template, it is not necessary to place extra vertical muscle and stirrup etc. and strengthen after muscle, and moulding by casting without form removal.Enhancing muscle, described enhancing muscle is had to include reinforcing bar inside described connector.
Further, described panel and connector select fiber reinforced cement-based material to make, and described fiber reinforced cement-based material includes superhigh tenacity cement-base composite material.
Further, the first connecting portion of described panel has one or more, and each first connecting portion is provided with the second projection of one or more pin joint, and described second lobed interior has enhancing muscle；Second connecting portion of described connector has one or more, and the second connecting portion of each connector is provided with the perforate of one or more pin joint；Described panel and the direct pin joint of connector or again by adhesive bond composition required size and the template of shape.
Another purpose of this utility model is to provide a kind of concrete structure member using above-mentioned permanent formwork.To this end, this utility model is by the following technical solutions: it includes the shaped main body using above-mentioned permanent beam template casting concrete, permanent beam template is connected as a single entity with shaped main body after the concreting of shaped main body condenses.
Owing to using technical solutions of the utility model, it is possible to obtain a kind of permanent beam template that there is good strength and switching performance, indulge muscle and stirrup without additional configuration when pouring structure component.Ensure that the shearing strength of panel and connecting portion；Solve the stirrup Layout Problem of permanent beam template.Further, the first connecting portion of described panel, on the basis of playing interconnection function, instead of the stirrup at described component template connector after splicing, thus ensure that the shearing strength at position, connector place.On this basis, technical scheme described in the utility model greatly simplify the pouring construction (without arranging vertical muscle and stirrup) using permanent beam template so that concrete structure member not only fabrication schedule is the simplest, quality is higher, cost is lower.Described permanent formwork of the present utility model can carry out industrialized production, has broad application prospects.
Accompanying drawing explanation
Fig. 1 is permanent beam template structural representation described in the utility model；
Fig. 2 (a) is panel (1) structural representation of permanent beam template described in the utility model；
Fig. 2 (b) is panel (1) sectional view of permanent beam template described in the utility model；
Fig. 3 (a) is connector (2) structural representation of permanent beam template described in the utility model；
Fig. 3 (b) is connector (2) sectional view of permanent beam template described in the utility model；
Fig. 4 is the board member schematic diagram after permanent formwork described in this utility model embodiment has poured.
Detailed description of the invention
The detailed description of the invention of technical scheme provided to this utility model is described further below in conjunction with the accompanying drawings, and this embodiment is to explanation of the present utility model rather than this utility model to be made any restriction.
Referring to the drawings, a kind of arrangement of reinforcement formula pin joint permanent beam template provided by the utility model, it is made up of panel 1 and connector 2；Described panel 1 has the first connecting portion 11, and described connector 2 has the second connecting portion 21, and described first connecting portion 11 may be inserted into the second connecting portion 21；The interface that pours of described panel 1 is provided with the first projection 12, and the interface that pours of described connector 2 is provided with the 3rd projection 22；Described panel cross section is concave character type；Described panel and connector select superhigh tenacity cement-base composite material to make；The panel of described permanent formwork and inside and outside being each equipped with of connector strengthen muscle, described component is replaced to indulge the enhancing muscle 14 of muscle, the enhancing muscle 15 of the panel itself described component stirrup of replacement, the enhancing muscle 16 of outside enhancing muscle the 13, first connecting portion replacing described component stirrup of panel, connector inside enhancing muscle 23,24 including panel.Described panel and the direct pin joint of connector or again by adhesive bond composition required size and the template of shape.
After the template that completes, as shown in Figure 4, described panel 1 and connector 2 direct splicing are formed required template and carries out concrete 3 and pour, the concrete structure member eventually formed includes the shaped main body 3 using above-mentioned permanent formwork casting concrete, and permanent formwork is connected as a single entity with shaped main body after the concreting of shaped main body condenses.
Claims (5)
1. an arrangement of reinforcement formula pin joint permanent beam template, is characterized in that, described arrangement of reinforcement formula permanent beam template is made up of panel (1) and connector (2)；Described panel has the first connecting portion, and described connector has the second connecting portion, and described first connecting portion can pass the second connecting portion pin joint；The interface that pours of described panel is provided with the first projection, and the interface that pours of described connector is provided with the 3rd projection；Described panel cross section is concave character type；Described panel and connector select fiber reinforced cement-based material to make；Described panel itself and outside have vertical muscle and the enhancing muscle of stirrup in the concrete component for pouring instead of using high-durability arrangement of reinforcement formula permanent beam template, have enhancing muscle, described enhancing muscle to include reinforcing bar inside described connector；Described permanent beam template indulges muscle and stirrup when pouring structure component without additional configuration.
2. a kind of arrangement of reinforcement formula pin joint permanent beam template as claimed in claim 1, is characterized in that, described panel and connector select fiber reinforced cement-based material to make, and described fiber reinforced cement-based material includes superhigh tenacity cement-base composite material.
3. a kind of arrangement of reinforcement formula pin joint permanent beam template described in claim 1, it is characterized in that, first connecting portion of described panel has one or more, and each first connecting portion is provided with the second projection of one or more pin joint, and described second lobed interior has enhancing muscle；Second connecting portion of described connector has one or more, and the second connecting portion of each connector is provided with the perforate of one or more pin joint；Described panel and the direct pin joint of connector or again by adhesive bond composition required size and the template of shape.
4. a kind of arrangement of reinforcement formula pin joint permanent beam template described in claim 1, is characterized in that, the first connecting portion of described panel, after described molding component, instead of the stirrup at described component template connector.
5. a concrete structure member, it is characterised in that it includes using the shaped main body of permanent beam template casting concrete described in claim 1, permanent beam template is connected as a single entity with shaped main body after the concreting of shaped main body condenses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520964460.6U CN205421711U (en) | 2015-11-27 | 2015-11-27 | Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520964460.6U CN205421711U (en) | 2015-11-27 | 2015-11-27 | Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421711U true CN205421711U (en) | 2016-08-03 |
Family
ID=56536437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520964460.6U Expired - Fee Related CN205421711U (en) | 2015-11-27 | 2015-11-27 | Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421711U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350717A (en) * | 2015-11-27 | 2016-02-24 | 浙江大学 | Reinforcement pin joint permanency beam formwork, concrete structural member and manufacturing method |
-
2015
- 2015-11-27 CN CN201520964460.6U patent/CN205421711U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350717A (en) * | 2015-11-27 | 2016-02-24 | 浙江大学 | Reinforcement pin joint permanency beam formwork, concrete structural member and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20191127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |