CN206815819U - A kind of shaped steel fastener template set architectonical - Google Patents
A kind of shaped steel fastener template set architectonical Download PDFInfo
- Publication number
- CN206815819U CN206815819U CN201720672217.6U CN201720672217U CN206815819U CN 206815819 U CN206815819 U CN 206815819U CN 201720672217 U CN201720672217 U CN 201720672217U CN 206815819 U CN206815819 U CN 206815819U
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- template
- side plate
- architectonical
- shaped steel
- steel fastener
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Abstract
The utility model provides a kind of shaped steel fastener template set architectonical.The shaped steel fastener template set architectonical includes the first combination side plate and the second combination side plate, first combination side plate combines side plate with second and is oppositely arranged, and the casting space for casting concrete is formed between the two, first combination side plate combines side plate with second and is respectively spliced to form in length and breadth successively by polylith template, in a longitudinal direction, connected by head rod between same row template, in a lateral direction, connected between same row's template by the second connecting rod.Can solve the problem that wall is poured present in prior art is difficult to meet building requirements using the technical solution of the utility model, and in architectural process builder labor intensity is big, technical problem that difficulty of construction is big.
Description
Technical field
The utility model belong to building frock technical field, more specifically, be related to a kind of shaped steel fastener template set into
System.
Background technology
For modern architecture objects system, except it is traditional using fragment of brick assemble to form wall in addition to, more and more
Pour forming wall using sand-stone concrete.During application sand-stone concrete pours and to form wall, builder
Need to carry out carrying assembling and form wall casting space scattered each template, poured moreover, forming wall in rigging
During building space, due to being operated to the adjustment between each template, cause template to coordinate and walk or each template institute shape
Into casting space pour wall precision and can not meet building requirements.On the other hand, builder needs right one by one
Template is carried, assembled, and adds the workload of builder, while assembling process also increases the construction hardly possible of staff
Degree.
Utility model content
The purpose of this utility model is that providing a kind of shaped steel fastener template set architectonical (can also be referred to as a kind of formwork
Integrated system, or referred to as a kind of gang form), it is difficult to meet that building will to solve to pour wall present in prior art
Ask, and in architectural process builder labor intensity is big, technical problem that difficulty of construction is big.
To achieve the above object, the technical solution adopted in the utility model is：Provide a kind of shaped steel fastener template set into
System, including the first combination side plate and the second combination side plate, the first combination side plate combine side plate with second and are oppositely arranged, and both
Between form the casting space for casting concrete, the first combination side plate with second combine side plate respectively by polylith template according to
It is secondary to be spliced to form in length and breadth, in a longitudinal direction, connected between same row template by head rod, in a lateral direction, together
Connected between one row's template by the second connecting rod.
Further, at least one set of angle bar is respectively arranged with two splicing edges of two neighboring template, and angle bar leads to
Cross fastening clip connection fastening.
Further, in a lateral direction, the second connecting rod corresponds to each piece of template at least provided with a Strut Part,
Strut Part is connected to compress the second connecting rod by screw rod and nut.
Further, the first combination side plate combines with second and tubular distance piece is provided between side plate, and screw rod sequentially passes through the
The corresponding template of the one combination corresponding template of side plate, tubular distance piece and the second combination side plate.
Further, the screw vent of each Strut Part relatively thereon is symmetrically provided with two depression bar ears, in transverse direction
The same side depression bar ear of same row pressure rod member on direction compresses same second connecting rod.
Further, in a lateral direction, often arrange in template at least provided with two row pressure rod members, in a longitudinal direction, often
At least provided with a head rod in row template, and the second connecting rod is pressed on head rod.
Further, in a longitudinal direction, three head rods are provided with each column template, in same template,
Opening position between two neighboring head rod sets Strut Part.
Further, in a lateral direction, two groups of angle bar are provided with the splicing edge of two neighboring template, angle bar passes through
Fastening clip connection fastening, in a longitudinal direction, the splicing edge of template is coordinated by angle iron stay and spliced, and two angle iron stays it
Between pass through multiple fastening clips connection fastening.
Further, fastening clip has connection end and U-shaped placement end, and connection end connects through the connection through hole on angle bar
Connect end and be placed on the U-shaped of U-shaped placement end through the connection through hole on angle iron stay, the connecting plate of angle bar and the connecting plate of angle iron stay
In space.
Using the technical solution of the utility model, builder can enter on level land to shaped steel fastener template set architectonical
Lifting is carried out after row assembling splicing to shaped steel fastener template set architectonical again to move, and not only significantly reduces the work of builder
Intensity, and builder need not carry template and climb assembling and form concreting space, so as to reduce building
The difficulty of construction of worker, because shaped steel fastener template set architectonical is that assembling splicing is carried out on level land, and carried out on level land
Carry out lifting construction after adjustment again, thus pour the concrete wall to be formed through shaped steel fastener template set architectonical can one
Secondary sexual satisfaction construction requirement, reach 100% concrete walls body construction qualification rate.
Brief description of the drawings
, below will be to embodiment or prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The required accompanying drawing used is briefly described in description, it should be apparent that, drawings in the following description are only that this practicality is new
Some embodiments of type, for those of ordinary skill in the art, without having to pay creative labor, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the dimensional structure diagram of the embodiment of shaped steel fastener template set architectonical of the present utility model；
Fig. 2 is mplifying structure schematic diagram at A in Fig. 1.
Wherein, each reference in figure：
10th, the first combination side plate；20th, the second combination side plate；
100th, template；101st, head rod；
102nd, the second connecting rod；103rd, angle bar；
104th, fastening clip；1041st, connection end；
1042nd, U-shaped placement end；105th, Strut Part；
106th, screw rod；107th, nut；
108th, angle iron stay；1050th, depression bar ear.
Embodiment
In order that technical problem to be solved in the utility model, technical scheme and beneficial effect are more clearly understood, with
Lower combination drawings and Examples, the utility model is further elaborated.It is it should be appreciated that described herein specific real
Example is applied only to explain the utility model, is not used to limit the utility model.
It should be noted that when element is referred to as " being fixed on " or " being arranged at " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", " on ", " under ", "front", "rear", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " top ", " bottom ", " interior ", " outer " are to be closed based on orientation shown in the drawings or position
System, it is for only for ease of and describes the utility model and simplified description, rather than the device or element of instruction or hint meaning is necessary
With specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
As depicted in figs. 1 and 2, the shaped steel fastener template set architectonical of the present embodiment includes the first combination side plate 10 and second
Side plate 20 is combined, the first combination side plate 10 combines side plate 20 with second and is oppositely arranged, and is formed between the two for pouring coagulation
The casting space of soil, the first combination side plate 10 combine side plate 20 with second and respectively splice shape in length and breadth successively by polylith template 100
Into, in a longitudinal direction, connected between same row template 100 by head rod 101, in a lateral direction, same row's mould
Connected between plate 100 by the second connecting rod 102.
Pass through the shaped steel fastener template set architectonical of application the technical program so that be made up of the splicing of each template 100
First combination side plate 10 and second forms fixed concreting space between combining side plate 20, in the shap steel of splicing composition
In part template integration system, each template 100 that the first combination side plate 10, second combines side plate 20 passes through head rod 101
It is being connected in length and breadth on direction with the second connecting rod 102, then builder's application building hoisting fixture (such as tower crane
Machine) shaped steel fastener template set architectonical is lifted to the opening position progress primary concreting concrete wall of wanted construction wall.
In this way, builder can be carried out after assembling splicing on level land to shaped steel fastener template set architectonical again to shaped steel fastener template
Integration system carries out lifting and moved, and not only significantly reduces the labor intensity of builder, and builder need not carry mould
Plate 100 climb assembling and form concreting space, so as to reduce the difficulty of construction of builder, due to shap steel
Part template integration system is that assembling splicing is carried out on level land, and carries out lifting construction again after carrying out adjustment on level land, because
And through shaped steel fastener template set architectonical pour the concrete wall to be formed can all promising policy construction requirement, reach
100% concrete walls body construction qualification rate.
In the present embodiment, on two splicing edges of the two neighboring template 100 in shaped steel fastener template set architectonical
At least one set of angle bar 103 is respectively arranged with, and angle bar 103 is connected by fastening clip 104 and fastened.In two neighboring template 100
On, the corresponding of template 100 splices the wherein half that same group of angle bar 103 is connected on edge wherein, in another template
Second half of same group of angle bar 103 is connected on 100 corresponding splicing edge, the two cooperatively form one group of angle bar 103, Ran Houtong
Cross fastening clip 104 to be attached the corresponding connecting plate of this group of angle bar 103, two so adjacent templates 100 then pass through
Angle bar 103 carry out it is advance be located by connecting, then by the connecting rod 102 of head rod 101 and second in longitudinal direction and
Be connected on horizontal direction, so just form the fixed shaped steel fastener template set with concreting space into
System.
Or in another embodiment, in a lateral direction, set on the splicing edge of two neighboring template 100
There are two groups of angle bar 103, angle bar 103 is connected by fastening clip 104 and fastened, and in a longitudinal direction, the splicing edge of template 100 leads to
Cross angle iron stay 108 and coordinate splicing, and connected and fastened by multiple fastening clips 104 between two angle iron stays 108.In longitudinal direction
It is upper to carry out being pre-positioned connection by angle iron stay 108, it is parallel with head rod 101 by the angle iron stay 108 for designing straightway
Set, being located by connecting on longitudinal direction, Ran Houzai more quickly and easily can be carried out to template 100 in a longitudinal direction
Reinforced in length and breadth by head rod 101, the second connecting rod 102 so that the composition effect of shaped steel fastener template set architectonical
Rate is higher, and the structural stability of shaped steel fastener template set architectonical is more preferable.In fact, the shaping that the application is as shown in Figure 1
Shaped steel fastener template set architectonical example be in a longitudinal direction using angle iron stay 108 between template 100 longitudinal direction spell
Edge fit edge is located by connecting.
Specifically, the fastening clip 104 of the present embodiment has connection end 1041 and U-shaped placement end 1042, connection end 1041
Through the connection through hole on angle bar 103, connection end 1041 through the connection through hole on angle iron stay 108, the connecting plate of angle bar 103 with
And the connecting plate of angle iron stay 108 is placed in the U-shaped space at U-shaped placement end 1042.During splice template 100, such as
In a lateral direction, corresponding angle bar 103 is set on the splicing edge of template 100, then by two adjacent templates 100
The combinations of pairs of angle bar 103, it is then the connection end 1041 of fastening clip 104 is logical through corresponding connection on the connecting plate of angle bar 103
In hole, and the U-shaped space card at the U-shaped placement end 1042 of fastening clip 104 is placed on the connecting plate of angle bar 103, so just will
The positioning of angle bar 103 is completed.
With reference to shown in referring to Fig. 1 and Fig. 2, the shaped steel fastener template set architectonical of the present embodiment in a lateral direction, second
Connecting rod 102 passes through screw rod 106 and spiral shell corresponding to each piece of template 100 at least provided with a Strut Part 105, Strut Part 105
Mother 107 is connected to compress the second connecting rod 102.Specifically, the first combination side plate 10 is combined with second and set between side plate 20
Tubular distance piece (not shown) is equipped with, screw rod 106 sequentially passes through the corresponding template 100 of the first combination side plate 10, tubular distance piece and
The corresponding template 100 of two combination side plates 20.Side plate 20 is combined by tubular distance piece to the first combination side plate 10 and second to enter in the ranks
Every so that the width distance that the first combination side plate 10 and second combines the concreting space formed between side plate 20 is protected all the time
Hold unanimously, so as to reach the purpose of the consistency of thickness for the concrete wall for pouring completion.
During assembling forms shaped steel fastener template set architectonical, first with template 100, angle bar 103, angle iron stay
108th, fastening clip 104 and head rod 101 complete the assembling that the first combination side plate 10, second combines side plate 20, and in advance
First drilled in the corresponding position of template 100, then the first combination side plate 10 and second is combined into side plate 20 and is laid out, and caused
Corresponding drilling is relative, and then by tubular distance piece, (aperture of the tubular distance piece of the present embodiment is big with drilling placement correspondingly
In the aperture of drilling), screw rod 106 is then sequentially passed through into the first combination side plate 10, tubular distance piece, the second combination side plate 20, so
Strut Part 105 is assembled on screw rod 106 afterwards, and the second connecting rod 102 is coordinated with Strut Part 105, then is entered by nut 107
Row locking, thus assembling complete shaped steel fastener template set architectonical.Now, builder by hoisting fixture to shap steel
Part template integration system is lifted to being fixedly mounted on the position for needing casting concrete wall, you can is carried out concrete and is poured
Build.After having poured concrete and having waited concrete setting to form concrete wall, builder again dismantles nut 107
Get off, then extracting screw rod 106 out, (tubular distance piece, which is retained in concrete walls body, forms through hole on wall, and the through hole can be by filling out
Concrete is filled to be blocked), Strut Part 105 is removed and dismantles down the second connecting rod 102, builder just can be by first group
Close the combination side plate 20 of side plate 10, second and integrally separate concrete wall.
In the present embodiment, the screw vent of each Strut Part 105 relatively thereon is symmetrically provided with two depression bar ears
1050, the same side depression bar ear 1050 of same row pressure rod member 105 in a lateral direction compresses same second connecting rod 102.
Also, in a lateral direction, often arrange in template 100 at least provided with two row pressure rod members 105, in the present embodiment, as shown in figure 1,
Often arrange in template 100 and be provided with 4 row pressure rod members 105, be attached surely using two second connecting rods 102 per row pressure rod member 105
Gu；In a longitudinal direction, in each column template 100 at least provided with a head rod 101, in the present embodiment, as shown in figure 1,
It is attached in each column template 100 there is provided three head rods 101 firm；And second connecting rod 102 be pressed in the first connection
On bar 101.Specifically, in same template, the opening position between two neighboring head rod 101 sets Strut Part 105.
In the technical program, the model 1830mm × 915mm of template 100 × 18mm, the selection model of angle bar 103 40mm ×
40mm × 3mm and fastening clip 104 use M12 punching block cards, and head rod 101 selects 50mm × 50mm × 3mm rectangular steel pipes,
Second connecting rod 102, from electric welded steel pipe is stitched, meets JGJ162-2008 from A48.3 × 3.6《Building construction formwork safe practice
Specification》Relevant requirement.During carrying out drilling operation in every piece of template 100, the spacing of two neighboring drilling is 457mm,
And two rounds are drilled with each template 100 along template length direction, hole and the line space design of template frontside edge are 229mm.
In the technical program, template 100, head rod 101, the second connecting rod 102, angle bar 103, fastening clip
104th, Strut Part 105, screw rod 106, nut 107 and angle iron stay 108 can use steel sectional material (i.e. shaped steel) molded design, or
Person, which uses, can reach the stiffness and strength of construction requirement to ensure that the engineering material molded design of construction safety also may be used.
Preferred embodiment of the present utility model is these are only, it is all in this practicality not to limit the utility model
All any modification, equivalent and improvement made within new spirit and principle etc., should be included in guarantor of the present utility model
Within the scope of shield.
Claims (9)
1. a kind of shaped steel fastener template set architectonical, it is characterised in that including the first combination side plate (10) and the second combination side plate
(20), the first combination side plate (10) combines side plate (20) with described second and is oppositely arranged, and is formed between the two for pouring
The casting space of concrete is built, the first combination side plate (10) combines side plate (20) respectively by polylith template with described second
(100) it is spliced to form in length and breadth successively, in a longitudinal direction, between same row template (100) by head rod (101) even
Connect, in a lateral direction, connected between same row's template (100) by the second connecting rod (102).
2. shaped steel fastener template set architectonical as claimed in claim 1, it is characterised in that the two of two neighboring template (100)
At least one set of angle bar (103) is respectively arranged with individual splicing edge, and the angle bar (103) is connected by fastening clip (104)
Fastening.
3. shaped steel fastener template set architectonical as claimed in claim 1 or 2, it is characterised in that in a lateral direction, described
It is logical at least provided with a Strut Part (105), the Strut Part (105) that two connecting rods (102) correspond to each piece of template (100)
Screw rod (106) is crossed to be connected with nut (107) to compress second connecting rod (102).
4. shaped steel fastener template set architectonical as claimed in claim 3, it is characterised in that it is described first combination side plate (10) with
Tubular distance piece is provided between the second combination side plate (20), the screw rod (106) sequentially passes through the first combination side plate
(10) corresponding template (100) of corresponding template (100), the tubular distance piece and the second combination side plate (20).
5. shaped steel fastener template set architectonical as claimed in claim 4, it is characterised in that each Strut Part (105) phase
Two depression bar ears (1050), Strut Part described in same row in a lateral direction are symmetrically provided with to screw vent thereon
(105) the same side depression bar ear (1050) compresses same second connecting rod (102).
6. shaped steel fastener template set architectonical as claimed in claim 5, it is characterised in that in a lateral direction, often described in row
At least provided with Strut Part (105) described in two rows in template (100), in a longitudinal direction, in template described in each column (100) at least
One head rod (101) is set, and second connecting rod (102) is pressed on the head rod (101).
7. shaped steel fastener template set architectonical as claimed in claim 6, it is characterised in that in a longitudinal direction, described in each column
Three head rods (101) are provided with template (100), described in same in template, two neighboring first connection
Opening position between bar (101) sets the Strut Part (105).
8. shaped steel fastener template set architectonical as claimed in claim 1, it is characterised in that in a lateral direction, two neighboring
Two groups of angle bar (103) are provided with the splicing edge of template (100), the angle bar (103) connects tight by fastening clip (104)
Gu in a longitudinal direction, the splicing edge of template (100) is coordinated by angle iron stay (108) and spliced, and two angle iron stays (108)
Between pass through the multiple fastening clips (104) connection fastenings.
9. shaped steel fastener template set architectonical as claimed in claim 8, it is characterised in that the fastening clip (104) has
Connection end (1041) and U-shaped placement end (1042), the connection end (1041) pass through the connection through hole on the angle bar (103),
The connection end (1041) is through the connection through hole on the angle iron stay (108), the connecting plate of the angle bar (103) and described
The connecting plate of angle iron stay (108) is placed in the U-shaped U-shaped space for placing end (1042).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720672217.6U CN206815819U (en) | 2017-06-09 | 2017-06-09 | A kind of shaped steel fastener template set architectonical |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720672217.6U CN206815819U (en) | 2017-06-09 | 2017-06-09 | A kind of shaped steel fastener template set architectonical |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815819U true CN206815819U (en) | 2017-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720672217.6U Expired - Fee Related CN206815819U (en) | 2017-06-09 | 2017-06-09 | A kind of shaped steel fastener template set architectonical |
Country Status (1)
| Country | Link |
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| CN (1) | CN206815819U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802832A (en) * | 2021-10-20 | 2021-12-17 | 茌平传军建筑工程有限公司 | High-strength energy-saving building template and assembling method thereof |
-
2017
- 2017-06-09 CN CN201720672217.6U patent/CN206815819U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802832A (en) * | 2021-10-20 | 2021-12-17 | 茌平传军建筑工程有限公司 | High-strength energy-saving building template and assembling method thereof |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 Termination date: 20200609 |
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| CF01 | Termination of patent right due to non-payment of annual fee |