CN204645620U - A kind of infilled wall masonry collar tie beam formwork - Google Patents
A kind of infilled wall masonry collar tie beam formwork Download PDFInfo
- Publication number
- CN204645620U CN204645620U CN201520351086.2U CN201520351086U CN204645620U CN 204645620 U CN204645620 U CN 204645620U CN 201520351086 U CN201520351086 U CN 201520351086U CN 204645620 U CN204645620 U CN 204645620U
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- China
- Prior art keywords
- collar tie
- tie beam
- wood
- lumps
- template
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Abstract
The utility model discloses a kind of infilled wall masonry collar tie beam formwork, comprise the lumps of wood being arranged on collar tie beam both sides, the lumps of wood is held between collar tie beam and template by the template clamp outside it, runs through the split bolt having a through collar tie beam in the middle part of template, and on the split bolt at through collar tie beam place, cover has poling.This formwork consolidation effect is good, ensures mold plate verticality simultaneously; Material is light, be convenient to carrying, and tool-type jig applicability is strong.Make full use of the short lumps of wood and make jig, improve the turnover access times of the lumps of wood, material cost reduces, and efficiency improves 20%.
Description
Technical field
The utility model relates to the beam formwork that skin is closed, and particularly relates to a kind of infilled wall masonry collar tie beam formwork.
Background technology
Collar tie beam is the beam closed continuously arranged along cross wall in skin surrounding and part.Its objective is the stability in order to the integral rigidity and wall body strengthening ring beam structure building.Collar tie beam can reduce gene basis differential settlement or larger vibration load ftractures to the adverse effect of building and caused wall body thereof.In area of providing fortification against earthquakes, collar tie beam reinforcement walls body is utilized just to seem more necessary.
And in enforcement concrete collar tie beam work progress, need to adopt beam mold method to construct, existing method is reinforcing template method of widening the view of holing: be exactly after infilled wall construction, Φ 60 hole is bored apart from horse tooth trough 200 ~ 300mm place, wear the method for Φ 48 × 3.5mm steel pipe reinforcing template, the method cost is higher, contaminated environment.
Utility model content
The purpose of this utility model is to provide a kind of infilled wall masonry collar tie beam formwork, and this formwork erecting structure cost of manufacture is low, optimizes the environment, and is convenient to widely use in construction.
The purpose of this utility model is realized by following technical proposals.
A kind of infilled wall masonry collar tie beam formwork, comprise the lumps of wood being arranged on collar tie beam both sides, the lumps of wood is held between collar tie beam and template by the template clamp outside it, runs through the split bolt having a through collar tie beam in the middle part of template, and on the split bolt at through collar tie beam place, cover has poling.
Preferably, the lumps of wood clamped by template in both sides, collar tie beam top is lined with jig.
Preferably, between the top lumps of wood and jig, be provided with hook, hook is located between the top lumps of wood and template, and runs through in progressive die plate.
Preferably, collar tie beam two bottom sides is directly by bottom lumps of wood support shuttering.
Preferably, described poling is pvc pipe, and poling is embedded in collar tie beam body of wall, and its length is identical with masonry thickness.
Compared with prior art, the beneficial effects of the utility model are: this formwork consolidation effect is good, ensures mold plate verticality simultaneously; Material is light, be convenient to carrying, and tool-type jig applicability is strong.Make full use of the short lumps of wood and make jig, improve the turnover access times of the lumps of wood, material cost reduces, and efficiency improves 20%.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
In figure: 1, split bolt; 2, template; 3, the middle part lumps of wood; 4, the top lumps of wood; 5, collar tie beam; 6, jig; 7, link up with; 8, poling; 9, the bottom lumps of wood.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further.
As shown in Figure 1, this infilled wall masonry collar tie beam formwork, comprise the lumps of wood being arranged on collar tie beam 5 both sides, the lumps of wood is clamped between collar tie beam 5 and template 2 by the template 2 outside it, in the middle part of template 2, run through the split bolt 1 having a through collar tie beam 5, on the split bolt 1 at through collar tie beam 5 place, cover has poling 8.Wherein, the lumps of wood (the top lumps of wood 4, the middle part lumps of wood 3) that both sides, collar tie beam 5 top are clamped by template 2 is lined with jig 6, between the top lumps of wood 4 and jig 6, is provided with hook 7, in collar tie beam 5 two bottom sides directly by the bottom lumps of wood 9 support shuttering 2.
Poling 8 in this formwork is pvc pipe, and poling 8 is embedded in collar tie beam 5 body of wall, and its length is identical with masonry thickness.
This structure to utilize in structure construction remaining template, the short lumps of wood to make jig, and carries out reinforcing with split bolt and steel pipe and can implement.
The effect of this formwork is further illustrated below by a specific embodiment.
Certain engineering construction area 63545m
2, B1,10 layers on the ground; Frame-shear-wall structure, space enclosing structure adopts 600 × 300 (200/150) × 200mm air-entrained concrete building blocks, and masonry height 4.2 ~ 8.2m is not etc.To set up defences shockproof requirements by octave, concrete-constituted pile and collar tie beam are set.
Ring beam template installation procedure is as follows:
According to collar tie beam height preparation template, make jig according to template width, building block or masonry are holed, penetrates split bolt, installation form and jig, hole form height is also reinforced, and builds concrete.
Jig design utilizes lever principle, and consolidation effect is good, ensures mold plate verticality simultaneously; Material is light, and be convenient to carrying, tool-type jig applicability is strong.Make full use of the short lumps of wood and make jig, improve the turnover access times of the lumps of wood, material cost reduces, and efficiency improves 20%.
Above content is in conjunction with concrete preferred embodiment further detailed description of the utility model, can not assert that detailed description of the invention of the present utility model is only limitted to this, for the utility model person of an ordinary skill in the technical field, without departing from the concept of the premise utility, some simple deduction or replace can also be made, all should be considered as belonging to the utility model and be determined by submitted to claims.Scope of patent protection.
Claims (5)
1. an infilled wall masonry collar tie beam formwork, it is characterized in that: comprise the lumps of wood being arranged on collar tie beam (5) both sides, the lumps of wood is clamped between collar tie beam (5) and template (2) by the template (2) outside it, run through along template (2) middle part the split bolt (1) having a through collar tie beam (5), the upper cover of split bolt (1) at through collar tie beam (5) place has poling (8).
2. infilled wall masonry collar tie beam formwork according to claim 1, is characterized in that: on the lumps of wood that collar tie beam (5) both sides, top are clamped by template (2), be lined with jig (6).
3. infilled wall masonry collar tie beam formwork according to claim 1, it is characterized in that: be provided with between the top lumps of wood (4) and jig (6) and link up with (7), hook (7) is located between the top lumps of wood and template (2), and runs through in progressive die plate (2).
4. infilled wall masonry collar tie beam formwork according to claim 1, is characterized in that: collar tie beam (5) two bottom sides is directly by the bottom lumps of wood (9) support shuttering (2).
5. infilled wall masonry collar tie beam formwork according to claim 1, it is characterized in that: described poling (8) is pvc pipe, poling (8) is embedded in collar tie beam (5) body of wall, and its length is identical with masonry thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520351086.2U CN204645620U (en) | 2015-05-27 | 2015-05-27 | A kind of infilled wall masonry collar tie beam formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520351086.2U CN204645620U (en) | 2015-05-27 | 2015-05-27 | A kind of infilled wall masonry collar tie beam formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204645620U true CN204645620U (en) | 2015-09-16 |
Family
ID=54098378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520351086.2U Expired - Fee Related CN204645620U (en) | 2015-05-27 | 2015-05-27 | A kind of infilled wall masonry collar tie beam formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204645620U (en) |
-
2015
- 2015-05-27 CN CN201520351086.2U patent/CN204645620U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 |