CN108463594A - Foundation structure - Google Patents
Foundation structure Download PDFInfo
- Publication number
- CN108463594A CN108463594A CN201780006438.2A CN201780006438A CN108463594A CN 108463594 A CN108463594 A CN 108463594A CN 201780006438 A CN201780006438 A CN 201780006438A CN 108463594 A CN108463594 A CN 108463594A
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- CN
- China
- Prior art keywords
- handware
- cushion cap
- stake
- engagement
- bolt
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
- Piles And Underground Anchors (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of foundation structure, construction is simple can reduce construction cost, shorten the construction period, and the operation for eliminating the construction error of stake is easy to.The cushion cap of stake 3 and superstructure is engaged by engaging handware 2.Engaging handware 2, there is stake side handware 6, directly the cushion cap side handware 7 of engagement cushion cap and the position between stake side handware and cushion cap side handware in engagement pile crown portion to adjust handware 8.Stake side handware 6 is engaged in pile crown portion by being fixed on a pair of of semimember 6d on top with the level board 6c of bolt 6e with the 1st engagement for bonding station adjustment handware.Position, which adjusts handware 8, has 2 the 1st slot hole 8b for being inserted into 2 the 1st engagements Y direction of bolt 6e in plate-like body 8a, and with 2 the 2nd engagement bolt 8c for engaging cushion cap side handware.Cushion cap side handware 7 has in plate-like body 7a is inserted into 2 the 2nd slot hole 7b of 2 the 2nd engagements in the X-axis direction with the length of bolt 8c, and the also rib 7c with cushion cap positioning.
Description
Technical field
The present invention relates to the wooden cushion caps of the stake of steel pipe and upper part structure to pass through the engagement that is made of multiple handwares
Foundation structure made of handware engagement.
Background technology
As shown in fig. 25 a, the basis as building structure and other structures object is widely used following all the time
Foundation structure：Steel-pipe pile 3 is beaten, the concrete foundations such as strip footing or mat foundation 51 are then laid on this.Then, mixed
Setting cushion cap (apron piece) 4 on solidifying earth foundation 51.
However, such concrete foundation 51 needs to install and remove frame, pour and curing concrete, not only engineering is numerous
It is miscellaneous, of high cost, and construction period is also longer.
Moreover, its precision additionally depends on the technical ability of operating personnel.For example, if cannot ensure the levelness of basic upper end
(Level), then superstructure will tilt.
For this purpose, as shown in Figure 25 B, the stake 3 of steel pipe and the cushion cap 4 of superstructure are connect by what is be made of multiple handwares
Handware 62 is closed directly to engage.
But it is generally difficult in the construction of stake on the accurate location constructed in design with accomplishing no dimensional discrepancy.Such as figure
Shown in 26A and Figure 26 B, the construction of the construction error (Figure 26 A) and short transverse of the horizontal direction occurred in many cases, misses
Poor (Figure 26 B) is probably at tens millimeters or so.
Therefore, concrete foundation and the cushion cap by engaging handware engagement stake and superstructure are being saved in order to realize
Foundation structure in, it is desirable to provide a kind of mechanism that can eliminate the construction error.
If Fig. 1 and reference numeral in referenced patent document 1 are illustrated, the structure in patent document 1 includes：It holds
The holding handware 32 of steel-pipe pile 2 is liftably mounted on the vertical screw 30 of holding handware 32, is supported by vertical screw 30
Annular base plate 4, bottom plate 4 carried and be provided with horizontal screw 50 protection pipe 51, be fixed on protection pipe 51 top plate 52,
The concrete 6 for being set to the superstructure 71 of top plate 51 and being filled between protection pipe 51 and steel-pipe pile 2.
Then, height and position is adjusted by vertical screw 30, and horizontal position is adjusted by horizontal screw 50.
If Fig. 1, Fig. 2, Fig. 3, Fig. 4 and reference numeral in referenced patent document 2 are illustrated, in patent document 2
Structure is the engagement handware of steel-pipe pile 3 and holder (works), wherein being fixed on for the nut 7 that will pass through bolt-inserting hole 6a
The inside in the pile crown face 6 of steel-pipe pile 3, and fixed plate 10a is provided in the receiving portion of supporting support 10, in 3 He of steel-pipe pile
The link block 4 of rectangular tubulose is provided between receiving portion 10, and the center of the lower plate 4a in the link block 4 is formed with first
Slot hole 12 is formed with the second slot hole extended along the direction of the longitudinal direction perpendicular to the first slot hole 12 on the quadrangle of upper plate 4b
16, then adjust separately the fixed plate of the bolt-inserting hole 6 in the pile crown face 6 and the first slot hole 12 of lower plate 4a, receiving portion 10
After the position of second slot hole 16 of the bolt-inserting hole 18 and upper plate 4b that are arranged on 10a is deviateed, carried out using bolt 13 and nut
It is fixed.
Then, so that fastening bolt 13 is passed through the first slot hole 12 being arranged in the lower plate 4a of link block 4 and connect with nut thread
It fetches and tightens, and so that other fastening bolt 13 is passed through and the second slot hole 16 in upper plate 4b is set and is connect with nut thread to twist
Tightly, stake 3 and holder (works) thus are engaged by link block 4, is sent out in the relative position of the head of the stake of steel and works
When raw deviation, the second slot hole 16 of the first slot hole 12 and upper plate 4b that pass through lower plate 4a carries out position adjustment.
Existing technical literature
[patent document]
[1] Te Open 2005-226309 of patent document
[2] Te Open 2012-207463 of patent document
Invention content
The problem to be solved in the present invention：
For the engagement handware of patent document 1, it appears that be considered large-scale superstructure, but its structure is multiple
It is miscellaneous, it is not particularly suited for the foundation structure of works as such as house.
For the engagement handware of patent document 2, since the link block 4 of engagement steel-pipe pile 3 and holder is rectangular tubulose, institute
It is not easy to being bolted operation.
In order to solve above-mentioned existing disadvantage, the object of the present invention is to provide a kind of foundation structure, the foundation structure is suitable
Share as superstructure be such as house as works foundation structure below, construction is simple, construction cost reduce,
And it can shorten the construction period, while the position adjustment operation for eliminating the construction error of stake is relatively easy.
The means solved the problems, such as
The embodiment that the present invention is used to solve the above problems is a kind of foundation structure, and the foundation structure is steel pipe
The stake of system and the wooden cushion cap of upper part structure engaged by the engagement handware being made of multiple handwares made of base junction
Structure,
The engagement handware has the stake side handware on the head of engagement stake, directly engages the cushion cap side hardware of cushion cap
Part and position adjust handware, and the position adjusts handware between stake side handware and cushion cap side handware,
And with stake side handware and cushion cap side handware in orthogonal X-direction and the horizontal both direction of Y direction
Upper position adjustably engages；And the engagement handware also has the height of the height and position of adjustment cushion cap side handware
Position regulator part,
The structure of stake side handware in the both sides of semicircle canister portion with flange portion and in respective semicircle canister portion
The top of inner surface side is fixed with a pair of of semimember of level board, and being perpendicularly fixed at each level board with the position
The 1st engagement bolt of handware engagement is adjusted, the pair of semimember clamps pile crown portion from both sides, and tightens institute with bolt
Flange portion is stated to be bonded to pile crown portion,
The structure of the position adjustment handware has be inserted into stake side handware respectively 2 in its plate-like body
2 the 1st slot holes of the length of 1st engagement bolt in the Y-axis direction, and with interval in the Y-axis direction and vertical fixed
2 the 2nd engagement bolts for engaging cushion cap side handware,
There is the structure of the cushion cap side handware position of being inserted into respectively in its plate-like body to adjust handware
2 the 2nd slot holes of the length of 2 the 2nd engagement bolts in the X-axis direction, and there are cushion cap positioning devices.
In the foundation structure, the shape of the level board of stake side handware can be with the round core side of semicircle canister portion
The generally fan-shaped shape that vertex and 2 line segments from extending to the left and right sides of semicircle tube inner surface are surrounded.
In the foundation structure, the flange portion of each semimember of stake side handware, which can intervene, is arranged respectively at each method
The plate thickness of blue portion's outer surface is 1.5 times of flange portion plate thickness or more thick, size is the 50% of the longitudinal size of flange portion in length and breadth
Above and 70% or more rectangle flat shim blending bolt of lateral dimension is tightened.
In the foundation structure, the upper and lower position of the flange portion outer surface of each semimember both sides of stake side handware
Each stringer can be in a manner of the outer surface being fixedly welded near the outer surface of flange portion and the end of semicircle canister portion
It is fixed.
In the foundation structure, the positioning devices of the cushion cap as cushion cap side handware can be in plate-like body
Upper surface is fitted vertically the rib for being inserted into the gap that cushion cap lower face side is formed, while the abatement hole for cushion cap positioning is arranged.
In the foundation structure, the anchor for the fixation handware for being installed on column can be arranged through in cushion cap side handware
The slot hole of the Y direction of the anchor bolt insertion in the lower end portion fastened, while cushion cap as cushion cap side handware is determined
Position device, is vertically and fixedly provided with the round steel for being inserted into the positioning hole that cushion cap lower face side is formed on its plate-like body.
In the foundation structure, the X-axis side of central portion can be surrounded on the plate-like body of cushion cap side handware
To both sides and Y direction both sides fixing rib, and be stamped the plate-like cover for directly placing cushion cap in the rib.
In the foundation structure, adjusting the height and position adjusting device of the height and position of cushion cap side handware can be
By the way that required thickness ruler is arranged between the plate-like body and the plate-like body of cushion cap side handware that the position adjusts handware
The height and position adjusting device of very little partition.
In the foundation structure, adjusting the height and position adjusting device of the height and position of cushion cap side handware can be
Adjust the height and position adjusting device of mounting height position of the stake side handware apart from pile crown portion.
It, can be to be used in the mounting height position for determining stake side handware apart from pile crown portion in the foundation structure
Auxiliary belt upper end-face edge be located at stake side handware to be installed lower edge mode, make the auxiliary tape wrapping and solid
Due to steel pipe peripheral surface.
The effect of the present invention
According to the present invention, by being arranged in pile crown portion by stake side handware and cushion cap side handware and position adjustment five
The engagement handware engagement pile crown portion and cushion cap that golden part is constituted, therefore concrete foundation construction is not needed, it can substantially shorten and apply
Between working hour, and construction cost can be inhibited.
The position adjustment of the horizontal direction of cushion cap side handware can adjust handware phase by the position with the 1st slot hole
Y direction position adjustment to stake side handware and the cushion cap side handware relative position with the 2nd slot hole adjust handware
X-direction position adjustment it is easy to implement, moreover, because also with cushion cap side handware height and position adjusting device, so
The construction error of pile driving construction, the i.e. horizontal direction and height of stake head position can be easily eliminated by adjusting engagement handware
The construction error in direction reduces the pile driving construction error determined by the technical ability of operating personnel.
In addition, installation engagement handware engagement handware installation operation be stake side handware be mounted on pile crown portion,
Its installation site adjustment handware above and the operation of installation platform side handware in the above, each operation is simple
Bolt and nut tighten operation, therefore there is good construction operability.
In addition, stake side handware be upper end have be fixed with the 1st engagement bolt level board a pair of of semimember from
Both sides clamp pile crown portion and then are tightened to the so-called simple structure in pile crown portion with bolt and nut, by this simple
The position regulator part of the horizontal Y direction of the position adjustment handware with the 1st slot hole may be implemented in structure.
Stake side according to claim 2 handware 16, level board 16c are fan-shaped, the flange portions with the both sides semicircle canister portion 6a
Bonding part is partly not present near 6b, therefore from semi-moon shaped level board 6c the case where is different, level board 16c is not limited partly
The both ends of cylindrical portion 6a are nearby (near the flange portion 6b of left and right).Therefore, opposite flange portion 6b bolts 12 and nut 13 are twisted
When tight, the left and right end portions of semicircle canister portion 6a nearby can be neatly bent, and can generate keeps the whole strength of semicircle canister portion 6a attached
The big frictional force in stake outer surface, it can be ensured that very high engaging force.
Stake side according to claim 3 handware 16 ', due to the big flat partition of rectangle 17 of the size in length and breadth of intervention slab
And tightened with bolt 12, therefore by flange portion 6b big bolt tension can be transmitted to semicircle canister portion 6a.It thereby, can be into one
Step reinforces the adhesive force of semicircle canister portion 6a and stake outer surface, increases the frictional force between semicircle canister portion 6a and stake outer surface, to
Increase engaging force.
Stake side according to claim 4 handware 16 ' is not only to be fixedly welded on method in the upper and lower position of flange portion 6b
The outer surface of blue portion 6b is also fixedly welded on the outer surface near the end of semicircle canister portion 6a, therefore substantially significantly improves
The rigidity of flange portion 6b, even if in the case where strongly tightening bolt 12, flange portion 6b will not be tilted because of pulling capacity, can be with
Big bolt tension is transmitted to semicircle canister portion 6a by flange portion 6b.Therefore, it further enhances outside semicircle canister portion 6a and stake
The adhesive force on surface increases the frictional force between semicircle canister portion 6a and stake outer surface, to increase engaging force.
For engaging the height and position adjustment of handware, it may be used and adjust hardware in position as claimed in claim 8
The device of partition is set between part and cushion cap side handware, or using adjustment stake side handware as claimed in claim 9 away from
The height and position adjusting device of mounting height position from pile crown portion, any one device all realize uncomplicated height and position
Adjusting device.
The height and position of mounting height position using adjustment stake side handware as claimed in claim 9 apart from pile crown portion
When adjusting device, as claimed in claim 10, it is used in the auxiliary of mounting height position of the determining stake side handware apart from pile crown portion
It helps band to be wound in a manner of the lower edge positioned at stake side handware and is fixed on steel pipe peripheral surface, you can stake side handware
Not only desired height position that is correct but also being easily mounted at pile crown portion.
It, as claimed in claim 5, can be in cushion cap side five in only engagement stake and the beam bond types of cushion cap (apron piece)
The rib of fixed vertical above the plate-like body of golden part.The gap of cushion cap lower face side is formed in by the way that the rib is inserted into, and logical
It crosses using writing off, cushion cap positioning may be implemented.
It, as claimed in claim 6, can be in cushion cap when engaging stake with the column beam bond types of column and cushion cap (apron piece)
It is fitted vertically round steel above the plate-like body of side handware.By the round steel being inserted into the positioning hole of cushion cap following settings,
The positioning of cushion cap side handware and cushion cap can be carried out, still, which is suitable for connecing by being installed on the fixation handware of column
The case where zygostyle and cushion cap.
That is, be set to the anchor bolt of cushion cap by the way that the inserts of fixed handware are inserted into and be inserted into hole, can with bond post and cushion cap,
Therefore stake and column and cushion cap (apron piece) can integrally be engaged.
As described above, foundation structure according to the present invention, the case where beam bond types and the case where column beam bond types, only
Needing to change cushion cap side handware can correspond to.
Description of the drawings
(Fig. 1) Fig. 1 is to show that one embodiment of the present of invention (only engages the beam bond types of stake and cushion cap (apron piece)
Situation) foundation structure engagement handware engaged with cushion cap before state stereogram；
(Fig. 2) Fig. 2 be the opposite side (front side) of the X-direction from Fig. 1 from side view；
(Fig. 3) Fig. 3 is the side view (left view of=Fig. 2) from the Y direction of Fig. 1；
(Fig. 4) Fig. 4 is the exploded perspective view of Fig. 1；
(Fig. 5 A) Fig. 5 A are the plan views (plan view of=Fig. 1) of Fig. 2；
(Fig. 5 B) Fig. 5 B are the plan views for removing the cushion cap side handware observation in Fig. 5 A；
(Fig. 5 C) Fig. 5 C are the plan views for removing the position adjustment handware observation in Fig. 5 B；
(Fig. 6) Fig. 6 is the figure for the state that wooden cushion cap (apron piece) is arranged in the upper surface of engagement handware in fig. 2, but
Cushion cap part is only shown with section；
(Fig. 7) Fig. 7 is the figure for the state for showing the wooden cushion cap (apron piece) of the upper surface of engagement handware in figure 3 setting
The left view of (=Fig. 6), but cushion cap part is only shown with section；
(Fig. 8 A) Fig. 8 A are the auxiliary belts illustrated for adjusting mounting height position of the stake side handware apart from pile crown portion
The plan view of use state；
(Fig. 8 B) Fig. 8 B are the auxiliary belts illustrated for adjusting mounting height position of the stake side handware apart from pile crown portion
The side view of use state；
(Fig. 9) Fig. 9 is to show that (engagement stake and the column beam of column and cushion cap (apron piece) connect an alternative embodiment of the invention
Close type the case where) foundation structure engagement handware engagement cushion cap and column before state stereogram；
(Figure 10) Figure 10 be the opposite side (front side) of the X-direction from Fig. 9 from side view；
(Figure 11) Figure 11 is the side view (left view of=Figure 10) from the Y direction of Fig. 9；
(Figure 12) Figure 12 is the exploded perspective view of Fig. 9；
(Figure 13 A) Figure 13 A are the plan views (plan view of=Fig. 9) (indicating cushion cap and column with double dot dash line) of Figure 10；
(Figure 13 B) Figure 13 B are to remove the plan view that the cushion cap side handware in Figure 13 A is observed (to indicate to hold with double dot dash line
Platform and column)；
(Figure 13 C) Figure 13 C are to remove the plan view that the position adjustment handware in Figure 13 B is observed (to be indicated with double dot dash line
Cushion cap and column)；
(Figure 14) Figure 14 is the only cushion cap side hardware for showing stake side handware and position adjustment handware in removal Figure 13 A
The figure (indicating cushion cap and column with double dot dash line) of part；
(Figure 15) Figure 15 is the figure of the state of setting cushion cap and column on the engagement handware shown in Fig. 10；
(Figure 16) Figure 16 is the figure of the state of setting cushion cap and column on the engagement handware shown in Figure 11；
(Figure 17 A) Figure 17 A show to engage another of the cushion cap side handware 37 in handware 31 shown in Fig. 9 to Figure 16
Embodiment corresponds to the figure of the part of the adjustment handware of the position in Figure 12 and cushion cap handware 7；
(Figure 17 B) Figure 17 B show to engage another of the cushion cap side handware 37 in handware 31 shown in Fig. 9 to Figure 16
Embodiment corresponds to the figure of Figure 15；
(Figure 18) Figure 18 is the stake side handware 16 for the other embodiment for illustrating the various embodiments described above Lateral handware
Figure is comparable to show the stereogram of the part of the position adjustment handware 8 and cushion cap side handware 7 in removal Fig. 4；
(Figure 19 A) Figure 19 A are that the stake side handware 16 of Figure 18 passes through the solid of the state before bolt and stake engagement
Scheme (still, being not shown in figure the 1st engagement bolt 6e)；
(Figure 19 B) Figure 19 B are the plan views for the state for showing to be bolted on stake side handware 16 in pile crown portion；
(Figure 20 A) Figure 20 A are the front views of Figure 19 B；
(Figure 20 B) Figure 20 B are the left views of Figure 20 A；
(Figure 21 A) Figure 21 A are that slab is added on the stake side handware 16 for show the embodiment shown in Figure 18 to Figure 20 B
Rectangle flat shim another embodiment stake side handware 16 ' view, correspond to Figure 19 A figure；
(Figure 21 B) Figure 21 B are that slab is added on the stake side handware 16 for show embodiment shown in Figure 18 to Figure 20 B
The view of the stake side handware 16 ' of another embodiment of rectangle flat shim corresponds to the figure of Figure 19 B；
(Figure 22 A) Figure 22 A are the front views of Figure 21 B；
(Figure 22 B) Figure 22 B are the left views of Figure 22 A；
(Figure 23 A) Figure 23 A are the views for the stake side handware 16 " for showing other embodiment, correspond to Figure 19 A；
(Figure 23 B) Figure 23 B are the views for the stake side handware 16 " for showing other embodiment, correspond to Figure 19 B；
(Figure 24 A) Figure 24 A are the front views of Figure 23 B；
(Figure 24 B) Figure 24 B are the left views of Figure 24 A；
(Figure 25 A) Figure 25 A and Figure 25 B are the cushion caps of the mixed mud basis instrument superstructure of the surface construction on steel-pipe pile
Foundation structure (Figure 25 A) is direct by the engagement handware being made of multiple handwares with steel-pipe pile and the cushion cap of superstructure
The comparative illustration figure of the foundation structure (Figure 25 B) of engagement；
(Figure 25 B) Figure 25 A and Figure 25 B are the cushion caps that superstructure is arranged on the basis of the mixed mud of surface construction on steel-pipe pile
Foundation structure (Figure 25 A) and steel-pipe pile and the cushion cap of superstructure it is straight by the engagement handware being made of multiple handwares
The comparative illustration figure of the foundation structure (Figure 25 B) of engagement；
(Figure 26 A) Figure 26 A are the figures of the construction error occurred when illustrating pile driving construction.
(Figure 26 B) Figure 26 B are the figures of the construction error occurred when illustrating pile driving construction.
Specific implementation mode
Below with reference to the accompanying drawings the illustrative embodiments of the foundation structure of the present invention are described in detail.
Embodiment 1
The case where beam bond types of the foundation structure for only engaging stake and cushion cap (apron piece) of the present invention and engagement
Any one of the case where column beam bond types of stake and column and cushion cap (apron piece), situation was all suitable for.
Fig. 1 to Fig. 8 B shows present invention when the case where only beam bond types of engagement stake and cushion cap (apron piece)
One embodiment foundation structure 1.Fig. 1 is to show to engage the state before handware 2 is engaged with cushion cap in foundation structure 1
Stereogram, Fig. 2 be the opposite side (front side) of the X-direction of the foundation structure from Fig. 1 from side view, Fig. 3 is from the ground of Fig. 1
The side view of opposite side (front side) observation of the Y direction of based structures, Fig. 4 is the exploded perspective view of Fig. 1.
As shown in these figures, which is stake 3 and upper part that steel pipe is engaged by the engagement handware 2
The foundation structure of the wooden aftermentioned cushion cap 4 of works.
The engagement handware 2 has the stake side handware 6 of the head 3a of engagement stake 3, engages the cushion cap side hardware of cushion cap 4
Part 7 and position adjust handware 8, and the position adjusts handware 8 between stake side handware 6 and cushion cap side handware 7
Between, and with stake side handware 6 and cushion cap side handware 7 in orthogonal X-direction and the level two of Y direction
Position adjustably engages on a direction；And the engagement handware 2 also has the height for adjusting cushion cap side handware
Spend the height and position adjusting device of position.Height and position adjusting device in this embodiment is partition 20 described below.
Marriage relation, position adjustment handware 8 between stake side handware 6 and position adjustment handware 8 and cushion cap side five
Marriage relation between golden part 7 is supplemented in Fig. 5 A, Fig. 5 B, Fig. 5 C to be shown.Fig. 5 A are the plan view (planes of=Fig. 1 of Fig. 2
Figure), Fig. 5 B are the plan views for removing the cushion cap side handware 7 in Fig. 5 A and observing, and Fig. 5 C are the position adjustment five removed in Fig. 5 B
The plan view that golden part 8 is observed.
Stake side handware 6 in the both sides of semicircle canister portion 6a with flange portion 6b and in respective semicircle canister portion
The top of surface side is fixed with the band-like semimember 6d that a pair of level board 6c is made of flexible metal plate, and vertical fixed
It is used with the 1st engagement of (in order to be engaged with position adjustment handware) in being engaged with position adjustment handware for each level board 6c
Bolt 6e.Do not include using spiral shell in part and article for being referred to as electric pole band of level board 6c etc. in this side handware 6
Bolt combination both sides have the type of a pair of of semimember of flange portion roughly the same.
1st engagement is passed through the hole in level board 6c with bolt 6e from the lower face side of plate, and lower face side
Bolt head is welded and fixed to level board 6c (can also be being fixed temporarily by spot welding).
Then, pile crown portion 3a is clamped from both sides with the pair of semimember 6d, and passes through the spiral shell across the flange portion 6b
The nut 13 that bolt is inserted into the bolt 12 of hole 6f and is threadedly coupled therewith tightens the flange portion 6b, to be connect with pile crown portion 3a
It closes.
The structure of the position adjustment handware 8 has the stake side handware of insertion respectively in rectangular plate-like ontology 8a
2 1st slot hole 8bs of 2 the 1st of 6 engagements with the length of bolt 6e in the Y-axis direction, and with interval in the Y-axis direction and
Vertical fixed 2 the 2nd engagement bolt 8c for engaging cushion cap side handware.With the 1st engagement bolt 6e screw threads
The nut 6e ' of connection is indicated.
For the 2nd engagement bolt 8c, bolt axle portion is inserted in the hole that plate-like body 8a is formed, and in plate sheet
It (can also be by the interim solid of spot welding that the bolt head 8d of the lower face sides body 8a is welded and fixed in such a way that bolt 8c is not fallen off
It is fixed).
In illustrated example, the plate foot for reserving the space for exchanging bolt head 8d is provided with below plate-like body 8a
8e。
For cushion cap side handware 7, structure is：Have in rectangular plate-like ontology 7a and is inserted into the position tune respectively
2 the 2nd engagements, 2 the 2nd slot hole 7b of the length of bolt 8c in the X-axis direction of whole handware 8, and mask on it
There is the rib 7c as cushion cap positioning devices.Rib (positioning devices) 7c has for rushing pin insertion hole 7d with what cushion cap 4 positioned, and
It is perpendicularly fixed at plate-like body 7a.It is indicated with the 2nd engagement with the nut 8c ' that bolt 8c is threadedly coupled.
Reference numeral 20 in Fig. 2, Fig. 3 is to adjust handware 8 in the plate-like body 7a of cushion cap side handware 7 and position
Partition when partition, the height and position adjusting device as cushion cap side handware 7 are placed between plate-like body 8a.
The sequence of construction for above-mentioned foundation structure 1 of constructing is illustrated below.
In the present embodiment, such as in the construction for building the buildings such as house, it is assumed that engaging cast good stake
The case where wooden cushion cap for the superstructure being arranged in the above, after works builds the whole castings well of required stake 3,
Engagement handware 2 is installed on pile crown portion 3a.
First, stake side handware 6 is installed to the head 3a of stake 3.At this point, with 2 flexible band-like semimembers
6d clamps pile crown portion 3a from both sides, and blending bolt 12 and nut 13 tighten opposite flange portion 6b, thus stake side handware 6 consolidated
Determine to pile crown portion 3a.
It in this case, will when using height and position adjusting device of the aforementioned partition 20 as cushion cap side handware 7
Stake side handware 6 is fixed to pile crown portion 3a with the state of its level board 6c upper end faces for being directly placed at stake 3.
Then, position adjustment handware 8 is mounted on above stake side handware 6.In this case, by making stake
1st slot hole 8b of the 1st engagement of side handware 6 insertion positions bolt 6e adjustment handware 8, position adjusting handware 8 is put
It sets on stake side handware 6, nut 6e ' is then threadedly coupled to the 1st engagement bolt 6e, and (in this stage, nut 6e ' is still
It is not completely tightened).
Then, by making the 2nd engagement bolt 8c of position adjustment handware 8 be inserted into the 2nd slot hole of cushion cap side handware 7
7b is placed on cushion cap side handware 7 above position adjustment handware 8, and nut 8c ', which is then threadedly coupled to the 2nd engagement, uses
Bolt 8c (in this stage, nut 8c ' is still not completely tightened).
In this stage, position adjustment handware 8 and cushion cap side handware 7 are assembled in 6 states above of side handware.
On stake side handware 6 after the aforesaid operations of assembling position adjustment handware 8 and cushion cap side handware 7,
Adjust the horizontal direction (X-direction and Y direction) of cushion cap side handware 7 and the position of short transverse.
The position adjustment of Y direction is that position adjustment handware 8 is carried out in the Y-axis direction relative to stake side handware 6
Mobile adjustment.At this point, since the position of bolt 6e of the 1st engagement inserted with stake side handware 6 adjusts the 1st length of handware 8
Hole 8b is the slot hole of Y direction, it is possible to which mobile adjustment position adjusts handware 8 in the Y-axis direction.
X-direction position adjustment be cushion cap side handware 7 relative to position adjust handware 8 in the X-axis direction into
The mobile adjustment of row.At this point, due to the of the 2nd engagement cushion cap side handware 7 of bolt 8c for adjusting handware 8 inserted with position
2 slot hole 7b are the slot holes of X-direction, it is possible to mobile adjustment cushion cap side handware 7 in the X-axis direction.
Height and position is adjusted, as indicated with single dotted broken line in Fig. 2, Fig. 3, Fig. 5 B, the plate of handware 8 is adjusted in position
(intervention) certain thickness partition 20 is inserted between shape ontology 8a and the plate-like body 7a of cushion cap side handware 7.At this point it is possible to accurate
The partition of standby various thickness, suitably selects these as predetermined thickness dimension.
The partition 20 of diagram is as shown in Figure 5 B, is shown as U-shaped in the plan view, but interference position does not adjust handware 8
Plate-like body 8a and the plate-like body 7a of cushion cap side handware 7 between existing screw bolt and nut shape.In addition, not
The U-shaped being limited in plan view with multiple components for not interfering the mode of screw bolt and nut transversely arranged etc., can kept
It is adjusted in the case of the horizontality of the plate-like body 8a of position adjustment handware 8 and the plate-like body 7a of cushion cap side handware 7
The component of height is preferred.
In addition, the height and position adjusting device as cushion cap side handware 7, stake side handware 6 is adjusted apart from stake using
, it is preferable to use auxiliary belt for example as shown in Figure 8 A and 8 B when the height and position adjusting device of the mounting height position of head 3a
21.For the auxiliary belt 21 of illustrated example, its other end is set to pass through the buckle 21a of one end, and pull, fasten and fix the other end
Side.
In this case, so that the upper end-face edge 21b of auxiliary belt 21 is located at the lower edge of stake side to be installed handware 6
The mode of 6g is by 21 coiling of auxiliary belt and is fixed on the periphery of stake 3, is then positioned over the lower edge 6g of stake side handware 6 pair
Stake side handware 6 should be fixed to by pile crown portion 3a with this in the position of the upper end-face edge 21b of auxiliary belt 21.
The auxiliary belt 21 can use so-called electric pole band, but simultaneously centainly use metal tape, in addition, without pliability
It is possible.As long as the position of the lower edge 6g of side handware 6 can be determined.
As described above, in the position of correctly adjustment engagement handware 2 and after being installed in the head 3a of each stake 3, such as
Shown in Fig. 6, Fig. 7, in the cushion cap 4 of the upper surface of engagement handware 2 setting superstructure.
In the present embodiment, so that the rib 7c of cushion cap side handware 7 is inserted in the side for the slot 4a being arranged below cushion cap 4
Formula is placed on cushion cap 4 above cushion cap side handware 7.Then, the positioning as the length direction of cushion cap 4 is set from cushion cap 4
The lateral open end for writing off embedded hole 4b set, which is inserted into, writes off 22, and pin insertion hole 7d is rushed through cushion cap side handware 7.It writes off
Embedded hole 4b is not penetrated through, only in a side opening.
In this case, due to the horizontal direction of engagement handware 2 (cushion cap side handware 7) and the position of vertical direction
Adjustment is correct, therefore, writes off 22 and is inserted into position and correctly write off embedded hole 4b and rush pin insertion hole 7d.
According to the foundation structure 1, as noted previously, as the construction of concrete foundation need not be carried out, it is possible to substantially
It shortens the construction period, and construction cost can be inhibited.
Moreover, for engaging handware 2, by moving adjustment position adjustment five in Y direction relative to stake side handware 6
The operation of golden part 8 and the operation for moving adjustment cushion cap side handware 7 in X-direction relative to position adjustment handware 8 can be into
The position of row horizontal direction adjusts, and intervention partition 20 between handware 8 and cushion cap side handware 7 is adjusted additionally by position
Device is adjusted by the installation site of stake side handware 6 itself, can carry out height and position adjustment, therefore, is easy to eliminate
The construction error of pile driving construction, and pile driving construction error problem caused by the technical ability of operating personnel can be reduced.
In addition, position adjustment operation can tightening the such simple operations of operation and complete by bolt and nut,
So having good operability.
In addition, position adjustment structure is very simple, can be manufactured at low cost with.
In particular, stake side handware 6 is by a couple half with the level board 6c for being fixed with the 1st engagement bolt 6e in upper end
Component 6d is constituted, and due to its simple structure, realizes the position adjustment means of horizontal Y direction.
Embodiment 2
Fig. 9 is to show that handware 32 is engaged in foundation structure 31 in accordance with another embodiment of the present invention engages it with cushion cap
The stereogram of preceding state.The case where embodiment is engagement stake and the column beam bond types of column and cushion cap (apron piece), such as
It is described below, cushion cap is engaged using fixation (mono- Le ダ ウ Application of ホ) handware 41 for preventing column 40 from falling off from cushion cap 40.
Figure 10 be the opposite side (front side) of the X-direction of the foundation structure 31 from Fig. 9 from side view, Figure 11 is from figure
The side view of the Y direction observation of 9 foundation structure 31, Figure 12 is the exploded perspective view of Fig. 9.
As shown in these figures, which is stake 3 and upper part that steel pipe is engaged by the engagement handware 32
Foundation structure made of the wooden cushion cap 4 and column 40 of works.
The engagement handware 32 has the stake side handware 6 of the head 3a of engagement stake 3, engages the cushion cap side five of cushion cap 4
Golden part 37 and position adjust handware 8, and the position adjusts handware 8 between stake side handware 6 and cushion cap side hardware
Between part 37, and it is used for stake side handware 6 and cushion cap side handware 37 in orthogonal X-direction and Y-axis side
To horizontal both direction on position adjustably engage；And the engagement handware 32 also has adjustment cushion cap side hardware
The height and position adjusting device of the height and position of part.The height and position adjusting device of illustrated embodiment is partition 20.
Figure 13 A, 13B, 13C and Figure 14 supplement show the combination between a side handware 6 and position adjustment handware 8
Relationship, position adjust marriage relation between handware 8 and cushion cap side handware 37 and including between cushion cap 4 and columns 40
Relationship.Figure 13 A are the plan views (plan view of=Fig. 9) of Figure 10, and Figure 13 B are that the cushion cap side handware 37 removed in Figure 13 A is seen
The plan view examined, Figure 13 C are the plan views for removing the position adjustment handware 8 in Figure 13 B and observing.In addition, Figure 14 is only to show
The figure of cushion cap side handware 37 and cushion cap 4 and column 40 in Figure 13 A.
The present embodiment is the foundation structure of corner post center pillar beam bond types, in Figure 13 A to Figure 16 for showing cushion cap 4 and column 35
In, the cushion cap that X-direction extends only is indicated with label 4, and the cushion cap extended in orthogonal to that Y direction is indicated with 4 '.
In the foundation structure 31 of the present embodiment, stake 3, stake side handware 6, position adjustment handware 8 and beam bond types
In the case of the foundation structure 1 of embodiment 1 be identical, cushion cap side handware 37 is different.
Cushion cap side handware 37 is illustrated.For the cushion cap side handware 37, have in its rectangular plate-like ontology 37a
It is inserted into 2 2nd length of the length in X-direction of described 2 the 2nd engagement bolt 8c of the position adjustment handware 8 respectively
Hole, this point are identical as the foundation structure 1 of embodiment 1.
But it for the cushion cap side handware 37, is vertically and fixedly provided with and is used in the center of the upper surface of plate-like body 37a
The round steel 37e that cushion cap 4 positions, is fixed in two ends of the X-direction of plate-like body 37a along its end edge (Y-axis side
To) the 1st rib 37f that extends, it is fixed with the 1st rib 37f against the both sides in the Y direction both sides for surrounding the round steel 37e
Between state the 2nd rib 37g, worn moreover, being provided in the 1st respective insides rib 37f of the both sides of plate-like body 37a
Cross the Y direction slot hole 37h of the anchor bolt insertion of the lower end of the anchor bolt 41a of fixed handware 41.
In addition, cushion cap side handware 37 ' as shown in Figure 17 A described rib 37f, 37g above plate-like body 37a is like that not
Setting can also.At this point, improving the rigidity of plate-like body 37a, and make to use in the upper surface of plate-like body 37b the 2nd engagements outstanding
Bolt 8c and the nut 8c ' being threadedly coupled therewith do not interfere cushion cap 4.Since cushion cap 4,4 ' is set up directly on cushion cap side handware
On 37 ' plate-like body 37a, thus, for example as seen in this fig. 17b, it can be in the end lower of the cushion cap 4 ' positioned at orthogonal direction
Form the notch 4d ' for not interfering the 2nd engagement bolt 8c and nut 8c '.Notch 4d ' can be through cutting for cushion cap width direction
Mouth is either only the notch of the part of bolt 8c, nut 8c '.
The fixed handware 41 is that the mounting plate 41c for being fixed with the nut part 41b being threadedly coupled with anchor bolt 41a is led to
The structure that bolt is fixed on column 40 is crossed, the lower end (near front end) of anchor bolt 41a is passed through the described of cushion cap side handware 37
The Y direction slot hole 37h of anchor bolt insertion, tightens the nut 43 for being threaded in its lower end, and column 40 is bonded to cushion cap 4.
41d is the nut on the top for being threaded io anchor bolt 41a.
In addition, in the present embodiment, in cushion cap side, the upper surface of the 2nd rib 37g of handware 37 is placed with for direct
The plate-like cover 39 of cushion cap is born, the plate-like cover 39 has the prodger 39b bent downward at the both ends of flat part 39a, and
In center there is anchor bolt to be inserted into hole 39c.
The sequence of construction for above-mentioned foundation structure 31 of constructing is illustrated below.
Stake side handware 6 is mounted on the head 3a of stake 3 and adjusts five in the upper surface of this side handware 6 installation site
The operation of golden part 8 is identical as the operation of foundation structure 1 of embodiment 1.
In addition, it is also same as Example 1 that cushion cap side handware 37 is mounted on position adjustment 8 operation above of handware.
That is, cushion cap side handware 37 so that the of cushion cap side handware 37 is inserted into the 2nd engagement of position adjustment handware 8 with bolt 8c
The mode of 2 slot hole 37b is placed on position adjustment handware 8, and nut 8c ' is then threadedly coupled to the 2nd engagement bolt 8c
(in this stage, nut 8c ' is still not completely tightened).
In stake side after the completion of the aforesaid operations of 6 over-assemble position of handware adjustment handware 8 and cushion cap side handware 37, adjust
The position of horizontal direction (X-direction and the Y direction) and short transverse of whole cushion cap side handware 37.Position adjustment operation
It is identical as the operation in embodiment 1 itself, position adjustment handware 8 is being adjusted five relative to stake side handware 6 along position
The Y direction movement adjustment of 1st slot hole 8b of golden part 8, and cushion cap side handware 37 is adjusted handware 8 on edge relative to position
The X-direction movement adjustment of the 2nd slot hole 37b of cushion cap side handware 37.
Height and position adjustment is also identical as the operation in embodiment 1 itself, and the plate-like body 8a of handware 8 is adjusted in position
The partition 20 of (intervention) certain thickness size, or adjustment stake side are inserted between the plate-like body 37a of cushion cap side handware 37
Handware 6 is apart from the mounting height position of pile crown portion 3a.
As described above, after carrying out correctly adjusting position to engagement handware 32 and being installed in the head 3a of each stake 3,
As shown in Figure 15, Figure 16, in the cushion cap 4 of the upper surface of engagement handware 32 setting superstructure.
In this case, so that the round steel 37e of cushion cap side handware 37 is inserted into the side in the hole 4c of 4 following settings of cushion cap
Formula is placed on cushion cap 4 above cushion cap side handware 37.It can thereby carry out to the cushion cap 4 of cushion cap side handware 37 in length
The positioning in direction.
If the upper surface of the 2nd rib 37g of handware 37 directly places cushion cap 4 in cushion cap side, it is likely that wooden hold occurs
Platform 4 is absorbed in, therefore, as shown, placing cushion cap 4 in the upper surface of the upper surface of the 2nd rib 37g plate-like covers 39 placed.
Then, the lower end (near front end) of the anchor bolt 41a of the fixed handware 41 is made to pass through cushion cap side handware
The Y direction slot hole 37h of the 37 anchor bolt insertion, is tightened in the nut 43 of its lower end, column 40 is made to be bonded to cushion cap 4.
The foundation structure 31 for column beam bond types of constructing through the above way.
Although the case where foundation structure 31 is column beam bond types can obtain various effects same as Example 1
Fruit.
In addition, as described above, foundation structure according to the present invention, the case where beam bond types (foundation structure 1) and column beam
The case where bond types (foundation structure 31), can only be corresponded to by replacing cushion cap side handware (7 and 37).
Embodiment 3
Figure 18 to 20B shows the stake side handware with the relevant other embodiment of stake side handware in the various embodiments described above
16.Figure 18 is comparable to show the solid of the figure of the part of position adjustment handware 8 and cushion cap side handware 7 in removal Fig. 4
Figure.Figure 19 A are to show the stake side handware 16 of Figure 18 by the stereogram of the state before bolt and stake engagement (still,
Merely illustrate the hole 6h across the 1st engagement bolt 6e in figure, the 1st engagement be not shown with bolt 6e itself), Figure 19 B be to show
Stake side handware 16 is passed through bolted joints to the plan view of the state in pile crown portion.Figure 20 A are the front view of Figure 19 B, Figure 20 B
The left view of Figure 20 A.
As shown in these figures, shown in the stake side handware 16 of the present embodiment and Fig. 1 to Fig. 7 (hereinafter referred to as Fig. 1 etc.)
Embodiment stake side handware 6 difference semimember level board.That is, the half of the stake side handware 16 of the present embodiment
Component 16d is compared with the semimember 6d of Fig. 1 etc., semicircle canister portion 6a, flange portion 6b, the 1st engagement bolt 6e all sames, but its water
Tablet 16c is different from the level board 6c of Fig. 1 etc..
The shape of the plan view of level board 6c in the embodiment of Fig. 1 etc. be by along stake inner surface circular arc and connection
The semilune that the straight line at circular arc both ends is constituted, and the shape of the level board 16c of the present embodiment is, with the tube filler side of semicircle canister portion 6a
The fan shape surrounded by vertex and 2 straight line 16ck from extending to the left and right sides of semicircle tube inner surface.As shown in the figure
Level board 6c be central angle θ be 120 ° of sector.That is, the both sides of the straight line portion of the semilune level board 6c of Fig. 1 are respectively cut
Fall the sector that 30 ° (angle [alpha]s) obtain.
Therefore, compared with the level board 6c in level board 16c and Fig. 1 etc., semi-moon shaped circular arc portion shortens, semicircle canister portion
Solder joints part is partly not present near the both sides flange portion 6b of 6a.
Although pulling capacity acts on stake sometimes, when generating pulling capacity, if being carried out with the reference numeral of the present embodiment
Illustrate, then stake side handware 16 by the 1st draw bolt 6e by the pulling capacity of bolt axial direction.Pass through stake side handware 16 and steel
Frictional force between pile pile overcomes the pulling capacity.
When stake side handware 16 is joined to pile crown portion, pile crown portion 3a is clamped from both sides by two semimember 16d, it is opposite
Flange portion 6b tightened by bolt 12 and nut 13, so that 2 semicircular cylinder 6a for clamping pile crown portion is attached to the outer surface of stake.For
Frictional force needed for playing, needs the outer surface of semicircle canister portion 6a and stake to be extremely firmly attached.
In stake side handware 16 in the present embodiment, level board 16c is fan-shaped, is not present and the both sides semicircle canister portion 6a
The part partly engaged near flange portion 6b, therefore from semi-moon shaped level board 6c the case where is different, level board 16c is not limited
The both ends of semicircle canister portion 6a are nearby (near the flange portion 6b of left and right).Therefore, opposite flange is tightened by bolt 12 and nut 13
When portion 6b, the left and right end portions of semicircle canister portion 6a nearby can be neatly bent, and the entirety of semicircular cylinder portion 6a can be made strongly attached
The outer surface for stake generates big frictional force, and may insure very high binding force.
In addition, being analyzed by FEM, for semilune and this fan-shaped 2 kinds of situations, investigate the draw tension for requiring performance number
The relationship of level board when being applied to the 1st draw bolt 6e occurred between stress and deformation, as a result, it has been found that, it is controlled that stress occurs
System is in elastic limit and without occurring residual deformation.Therefore, become fan-shaped from semilune and do not bring adverse effect.
Embodiment 4
Figure 21 A, Figure 21 B, Figure 22 A and Figure 22 B show the stake side handware of other embodiment related with stake side handware
16’。
This side handware 16 ' be the embodiment of Figure 18 to Figure 20 B stake side handware 16 in each semimember 16d flange
Portion 6b intervenes the structure that 17 blending bolt 12 of rectangle flat shim being respectively configured on the outside of each flange portion 6b is tightened.In embodiment
The plate thickness of rectangle flat shim 17 is 2 times of the plate thickness of flange portion 6b.The basic phase of width of the lateral dimension of rectangle and flange portion 6b
Together, longitudinal size is about the 60% of the longitudinal size of flange portion 6b.
Such as when stake being located at four corners and the load bearing wall position of building, with the stake being arranged on the inside of building
Compared to by larger pulling capacity.Therefore, in the foundation structure in this place, stake side handware and the pile crown portion of bigger are needed
Between engaging force.
Stake side handware 16 ' in the present embodiment is the stake side handware of the high intensity suitable for such case, and intervention is thick
17 blending bolt 12 of rectangle flat shim that the size in length and breadth of plate is big is tightened, it is possible thereby to which big bolt tension is passed through flange portion
6b is transmitted to semicircle canister portion 6a.Thus, it is possible to further strengthen the adhesive force of semicircle canister portion 6a and stake outer surface, increase semicircular cylinder
Frictional force between portion 6a and stake outer surface, to increase engaging force.
However, being 6mm when being not involved in rectangle flat shim 17 strongly to tighten bolt 12, such as in the plate thickness of flange portion 6b
When left and right, it is possible to flange portion 6b occur since pulling capacity is tilted since its root, to which high bolt tension can not be transmitted
To semicircle canister portion 6a.But bolt is tightened after the rectangle flat shim 17 big by adding the area of slab on flange portion 6b,
The rigidity of flange portion 6b is significantly improved, flange portion 6b will not be tilted because of pulling capacity, and high bolt tension is passed to
Semicircle canister portion 6a.Therefore, the adhesive force of semicircle canister portion 6a and stake outer surface can be reinforced, increase semicircle canister portion 6a and stake outer surface
Frictional force, to increase engaging force.
Embodiment 5
Figure 23 A, Figure 23 B, Figure 24 A and Figure 24 B show the stake side hardware with the relevant other embodiments of stake side handware
Part 16 ".
Stake side handware 16 " in the present embodiment is the stake side for having same high intensity with above-mentioned stake side handware 16 '
Handware is the structure being suitable in the stake in place where the four corners of such as building and load bearing wall.
It is upper and lower outside the flange portion 6d of its both sides each semimember 16d " for the stake side handware 16 " of the present embodiment
The ribs 18 of each level of position is fixed on the outer surface of flange portion 6b and the end of semicircle canister portion 6a in a manner of being welded and fixed
Outer surface near portion.
It is not that only welding is solid in the upper and lower position of flange portion 6b in the case of stake side handware 16 " in the present embodiment
It is scheduled on the outer surface of flange portion 6b, is also fixedly welded on the outer surface near the end of semicircle canister portion 6a, as a result, actually significantly
The rigidity of flange portion 6b is improved, even if strongly to tighten bolt 12, flange portion 6b will not be because of pulling capacity
It tilts, big bolt tension can be transmitted to semicircle canister portion 6a by flange portion 6b.Thus semicircle canister portion is further enhanced
The adhesive force of 6a and stake outer surface increase the frictional force of semicircle canister portion 6a and stake outer surface, to increase engaging force.
Industrial applicibility
The present invention is suitable for works foundation structure below as house.
Symbol description
1,31 foundation structure
2,32 engagement handware
3 (steel pipe) stakes
3a pile crowns portion
4,4 ' cushion cap
4a slots
The holes 4c
4d ' notch
6,16,16 ', 16 " stake side handware
6a semicircle canister portions
6b flange portions
6c, 16c, 16c ', 16c " level boards
6d 16d, 16d ', 16d " semimembers
The 1st engagement bolts of 6e
6e ' (connect) nut with the 1st engagement with bolt thread
6f bolt-inserting holes
6h (the 1st engagement is passed through with bolt) hole
7,37,37 ' cushion cap handware
7a, 37a plate-like body
The 2nd slot hole of 7b, 37b
7c ribs (positioning devices)
7d rushes pin insertion hole
8 positions adjust handware
8a plate-like bodies
The 1st slot holes of 8b
The 2nd engagement bolts of 8c
8c ' (connect) nut with the 2nd engagement with bolt thread
8d (the 2nd engagement bolt) bolt head
8e plate feet
9 height and position adjusting device
12 bolts
13 nuts
17 (slab) rectangle flat shims
18 ribs
20 partitions (height and position adjusting device)
21 auxiliary belts
22 write off
37e round steel
The 1st ribs of 37f
The 2nd ribs of 37g
37h inserts are inserted into hole
39 plate-like covers
40 columns
41 fix handware
41a inserts
Claims (10)
1. a kind of foundation structure, the foundation structure is that the stake of steel pipe and the wooden cushion cap of upper part structure pass through by multiple five
Foundation structure made of the engagement handware engagement that golden part is constituted,
It is described engagement handware have engagement stake head stake side handware, directly engage cushion cap cushion cap side handware, with
And position adjusts handware, the position adjusts handware between stake side handware and cushion cap side handware, and
It is upper in the horizontal both direction of orthogonal X-direction and Y direction with stake side handware and cushion cap side handware
It sets and adjustably engages；And the engagement handware also has the height and position tune of the height and position of adjustment cushion cap side handware
Whole device,
The structure of stake side handware in the both sides of semicircle canister portion with flange portion and in respective semicircle canister portion table
The top of surface side is fixed with a pair of of semimember of level board, and be perpendicularly fixed at each level board adjust hardware with position
1st engagement bolt of part engagement, the pair of semimember clamps pile crown portion from both sides, and tightens the flange portion with bolt
To be bonded to pile crown portion,
The structure of position adjustment handware has in 2 be inserted into respectively in the handware of the stake side of its plate-like body the
2 the 1st slot holes of the length of 1 engagement bolt in the Y-axis direction, and with interval in the Y-axis direction and vertical fixed use
In 2 the 2nd engagement bolts of engagement cushion cap side handware,
The structure of cushion cap side handware has in described 2 for being inserted into the position respectively and adjusting handware of its plate-like body
2 the 2nd slot holes of the length of a 2nd engagement bolt in the X-axis direction, and there are cushion cap positioning devices.
2. foundation structure according to claim 1, wherein the shape of the level board of stake side handware is with semicircular cylinder
The generally fan-shaped shape that the round core side in portion is surrounded by vertex and 2 line segments from extending to the left and right sides of semicircle tube inner surface
Shape.
3. foundation structure according to claim 2, wherein the flange portion intervention point of each semimember of stake side handware
The plate thickness for being positioned respectively at each flange portion outer surface is 1.5 times of flange portion plate thickness or more thick, size is the vertical of flange portion in length and breadth
It is tightened to 70% or more rectangle flat shim blending bolt of 50% or more and lateral dimension of size.
4. foundation structure according to claim 2, wherein outside the flange portion of each semimember both sides of stake side handware
Each stringer of the upper and lower position on surface is to be fixedly welded near the outer surface of flange portion and the end of semicircle canister portion
The mode of outer surface is fixed.
5. according to the foundation structure described in any one of claim 1-4, wherein cushion cap as cushion cap side handware
Positioning devices are fitted vertically the rib for being inserted into the gap that cushion cap lower face side is formed in the upper surface of plate-like body, are arranged simultaneously
Abatement hole for cushion cap positioning.
6. according to the foundation structure described in any one of claim 1-4, wherein being arranged through peace in cushion cap side handware
The slot hole of the Y direction of the anchor bolt insertion in the lower end portion of the inserts of the fixation handware loaded on column, while described in conduct
The positioning devices of the cushion cap of cushion cap side handware are vertically and fixedly provided on its plate-like body and are inserted in cushion cap lower face side and are formed
Positioning hole round steel.
7. foundation structure according to claim 6, wherein in encirclement above the plate-like body of cushion cap side handware
The both sides of the X-direction in centre portion and the both sides of Y direction are fixed with rib, and are stamped in the rib for directly placing cushion cap
Plate-like cover.
8. according to the foundation structure described in any one of claim 1-7, wherein adjusting the height position of cushion cap side handware
The height and position adjusting device set is the plate of the plate-like body and cushion cap side handware by adjusting handware in the position
The height and position adjusting device of the partition of required thickness size is set between ontology.
9. according to the foundation structure described in any one of claim 1-7, wherein adjusting the height position of cushion cap side handware
The height and position adjusting device set is to adjust the height and position tune of mounting height position of the stake side handware apart from pile crown portion
Whole device.
10. foundation structure according to claim 9, wherein determining stake side handware apart from pile crown portion to be used in
The upper end-face edge of the auxiliary belt of mounting height position is located at the mode of the lower edge of stake side handware to be installed, makes described auxiliary
It helps tape wrapping and is fixed on steel pipe peripheral surface.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2016068337 | 2016-03-30 | ||
| JP2016-068337 | 2016-03-30 | ||
| PCT/JP2017/012867 WO2017170671A1 (en) | 2016-03-30 | 2017-03-29 | Piling foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108463594A true CN108463594A (en) | 2018-08-28 |
Family
ID=59964702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780006438.2A Pending CN108463594A (en) | 2016-03-30 | 2017-03-29 | Foundation structure |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP6551954B2 (en) |
| CN (1) | CN108463594A (en) |
| TW (1) | TW201739987A (en) |
| WO (1) | WO2017170671A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440764A (en) * | 2018-12-09 | 2019-03-08 | 肥东县绿建温室大棚科技有限公司 | A kind of adjustable horizontal anchorage in garden greenhouse |
| CN110064866A (en) * | 2019-04-17 | 2019-07-30 | 海洋石油工程（青岛）有限公司 | Pillar is adjusted in combined type for wearing flase floor pipeline |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301427A (en) * | 2018-03-13 | 2018-07-20 | 国家电网公司 | Flange connection structure of PHC pipe pile foundation pile and bearing platform of overhead transmission line |
| CN108557750A (en) * | 2018-04-24 | 2018-09-21 | 杭州鼎升机械有限公司 | With the outer integral type charging machine for surrounding mechanism |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021908A (en) * | 2010-11-30 | 2011-04-20 | 上海中技桩业股份有限公司 | Mechanical connection structure and construction method for splicing precast square piles |
| JP2015001064A (en) * | 2013-06-13 | 2015-01-05 | サンコーテクノ株式会社 | Adjustment pedestal and structure holding device |
| CN105064387A (en) * | 2015-08-17 | 2015-11-18 | 合肥市市政设计院有限公司 | Method for adjusting anti-thrust rigidity of pile group foundation |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3746031B2 (en) * | 2002-10-15 | 2006-02-15 | 戸田建設株式会社 | Steel column structure and its construction method |
| JP4846378B2 (en) * | 2006-02-03 | 2011-12-28 | サンキンＢ＆Ｇ株式会社 | Bonding structure between foundation pile and building support and foundation pile used for it |
-
2017
- 2017-03-29 CN CN201780006438.2A patent/CN108463594A/en active Pending
- 2017-03-29 JP JP2018508139A patent/JP6551954B2/en not_active Expired - Fee Related
- 2017-03-29 WO PCT/JP2017/012867 patent/WO2017170671A1/en active Application Filing
- 2017-03-30 TW TW106110713A patent/TW201739987A/en unknown
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021908A (en) * | 2010-11-30 | 2011-04-20 | 上海中技桩业股份有限公司 | Mechanical connection structure and construction method for splicing precast square piles |
| JP2015001064A (en) * | 2013-06-13 | 2015-01-05 | サンコーテクノ株式会社 | Adjustment pedestal and structure holding device |
| CN105064387A (en) * | 2015-08-17 | 2015-11-18 | 合肥市市政设计院有限公司 | Method for adjusting anti-thrust rigidity of pile group foundation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440764A (en) * | 2018-12-09 | 2019-03-08 | 肥东县绿建温室大棚科技有限公司 | A kind of adjustable horizontal anchorage in garden greenhouse |
| CN110064866A (en) * | 2019-04-17 | 2019-07-30 | 海洋石油工程（青岛）有限公司 | Pillar is adjusted in combined type for wearing flase floor pipeline |
Also Published As
| Publication number | Publication date |
|---|---|
| JP6551954B2 (en) | 2019-07-31 |
| JPWO2017170671A1 (en) | 2018-09-27 |
| TW201739987A (en) | 2017-11-16 |
| WO2017170671A1 (en) | 2017-10-05 |
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Application publication date: 20180828 |